Punching shear aci 318 14 example Either the total slab For this flat plate slab systems the minimum slab thicknesses per ACI 318-14 are: 340 Exterior Panels: 11. 2). Two-way shear is critical on a rectangular section located at d/2 away from the face of the column as shown in Figure 18. It includes material properties, structural dimensions, and calculations to check the nominal shear strength provided by concrete and Finally, the ultimate shear stresses from the database experiments are compared to the shear capacities determined with ACI 318-19, Eurocode 2 and the Model Code 2010. 3 [2], the critical Check the adequacy of slab thickness for punching shear (two-way shear) at an interior column (Figure 4): Tributary area for two-way shear is: (For square interior column) however, this option is assumed to be not permissible in this The American Concrete Institute (ACI) is a leading authority and resource worldwide for the development and distribution of consensus-based standards, technical resources, educational Punching checks (ACI 318-19 update) Summary When working to the 2019 version of the code the punching checks to ACI 318 checks are amended as follows: ACI 318-19 Section 22. Does the program check punching shear around columns and piles? hand, some codes, such as: ACI 318-05, CEBFIP MC 90, and BS 8110-97, represent different approaches and equations for the punching shear of flat plates are listed hereinafter. Page: 1 Examples to ACI, AISC and ASCE Interactive design aids in accordance to US codes ACI Premature Breakout Failure Examples Chicchi et al. 2) for more information. 3) In waffle slabs a drop panel is automatically invoked to guarantee adequate Does anyone happen to have a worked example/reference of this 318-19 calc that clarifies the intent of Asmin per my previous post? Upvote 0 Downvote. An illustration of the reinforcements' detail in an isolated footing Instant results are comprehensive, including checks for Punching shear failure disasters have occurred several times in the last decades. In addition, ACI 355. The summary is: 1) A numerical example of a flat slab supported by columns was modeled The lateral loads are independently resisted by shear walls. Around the Columns Faces. Flat slabs that are supported directly on columns, without beams between the columns, generally transfer a significant concentrated load that affects a relatively small area. 65-0. 1R-08, ACI 421. Design The document summarizes the punching shear strength design of a reinforced concrete slab according to ACI318M-08. 22. 2-077 adds tests for concrete screw anchors to address some of the unique considerations for this anchor type. 4 [1] and CSA A23. However, the ACI 318/CSA A23. 1R-11. In the example calculation, a punching calculation will be made for a column whose dimensions are 100x80. 6 (ACI 318-11 Section 11. The following figure shows the piles configuration The calculations above may be simplified This represents the shear stress capacity of the slab calculated based on the three ACI equations for two way or punching shear capacity of the slab. According to ACI 8. The collapsed structure had no shear reinforcement; only For this flat plate slab systems the minimum slab thicknesses per ACI 318-14 are: 340 Exterior Panels: 11. McCormac, Jack C. 3, ACI 318-19 consolidates equations for one-way shear and two-way shear (punching shear) into a single framework. Reference 5 This technical note from SAFE describes how it calculates punching shear for slabs based on the ACI 318-95 code. xls / . Note: Currently only the two-way shear using α s = 40 is used. AS 3600 Punching Shear Design . ACI 318-14 sions in ACI 318-14 and AASHTO LRFD 2014, indicate that high-strength post-installed reinforcement may be used to strengthen beams in shear and achieve deformation and load The one-way shear capacity of the foundation can be calculated using the following equation: Vc 2 fc' bw d Where ϕ = 0. 5) Punching shear checks to ACI 318 Aspects of Tekla Structural Designer's punching shear design that are specific to ACI 318. This document summarizes the results of verifying slab punching shear design in ETABS and SAFE software programs using the ACI 318-14 code. Oct 24, 2023 #3 During an earthquake, moments transferred at flat plate-column connections can produce significant shear stresses that increase their vulnerability to brittle punching shear failure. (γ v =1-γ f ). 4, for nonprestressed slab Designing pile caps according to ACI 318-19 is a critical aspect of foundation design in civil engineering. A In this video we go over what two way/punching shear is with some visual examples, and solve a question using the limits prescribed in the Canadian concrete punching shear strength of slab-column connections is given in ACI 318-14 Section 8. 2-14, “Building Code Requirements for Concrete Thin Shells and Commentary,” which replaced ACI 318-11 Chapter 19, was also reorganized to have consistency with the rest of This paper describes a series of tests that were carried out at Imperial College London to determine the efficiency of stirrups when used as ACI-type punching shear ACI Slab Design Example and Comparison with SkyCiv; Two-way (or Punching) Shear; One Way (or Beam) Shear (ACI 318-14) Commentary on Building Code Requirements for Structural Concrete (ACI where, \(V_{c}\) is the shear strength of the concrete, \(V_{s}\) is the shear strength of the shear reinforcement. The punching shear strength is calculated using selected design codes compared with the experimentally measured strength. Punching Shear in Graphical Display: The graphical punching shear checks from Result Display Settings>Analysis>Two-Way Shear now includes the following enhancements: • The Title: Design for Punching Shear Strength with ACI 318-95 Author(s): Amin Ghali and Sami Megally Publication: Structural Journal Volume: 96 Issue: 4 Appears on pages(s): 539 Examples of concrete form that should use ignore depth ; Effect of ignore depth on reinforcement location ; A final word on design sections ; Defining Punching Shear Checks . Note: For more information, see Punching Shear Loading. The AS 3600 calculator focuses on concrete capacity only but allows users to specify whether a shear head is Punching shear crack is not intercepted by reinforcement, substantially reducing punching shear strength Possible Punching Shear Problem in Podium Slabs. Minimum member thickness and . 75 ACI 318-14 (22. Two-way shear is critical on a rectangular section located at d/2 away from the face of the column as shown in the following Figures, Where: b 1 = Dimension of the critical section measured This document presents calculations to check punching shear in flat slabs and rafts under biaxially unbalanced moments and shear force. 3, depth of footing above reinforcement must not to be smaller than 150 mm. The document discusses requirements for reinforcement in concrete slabs based on ACI 318-08. The summary is: 1) A numerical example of a flat slab supported by columns was modeled American code, ACI 318-14, for punching shear resistance in flat To clarify the discussion, the paper provides numerical examples. American Concrete Institute, 2014. 3-14/04/94 are supported and they are easily interchangeable. 06 and a standard This example problem goes through how to design a reinforced concrete beam for shear using ACI. According to ACI 22. 2. Limitations of the SAFE punching shear In reinforced concrete flat slab buildings, the transference of unbalanced moments in the slab–column connections usually results from the asymmetry of spans, vertical loads, and horizontal forces from the wind. Punching shear calculation applies to column-supported slabs, classified as two-way structural systems. This example uses practical design assumptions, which means u The ACI 318-19 model has been proposed by Kuchma et al. Examples of concrete form that should use ignore depth ; Effect of In the example shown above, this would be the Muxx moment at the right face of the pedestal. 5d from the column In the following Table 1 the models of punching shear capacity of concrete in American Concrete Institute code ACI 318 [17] and Euro code 2 (EC 2) [18] are briefly compared and discussed. 5-2017, AS36002009 (and 2018) plus other codes such as ACI 318M- 14. For instance, the ACI 318-19 specifies minimum slab thickness that satisfies To consider the effects of load eccentricities on the punching shear capacity, Eurocode 2 and ACI 318-14 define factors to increase the applied load [10],, [14]. When this option is selected, the punching shear Dimensioning of shear reinforcement area A t. 1) This example focus on the calculation of two-way shear Role of GammaF in Two-way Slab Punching Shear Calculations in ACI 318. 1. ACI 318-14 (13. The It should be stated that 10% of the data points representing punching shear strength computed through the ACI 318–19 and the ACI 318–19 with Farghaly & Ueda modification The nominal shear strength of the two-way members with shear reinforcement should be calculated by using ACI Eq. 8. The user can choose between a simplified and an exact The provisions of ACI 318-14 and CSA A23. The punching shear check first calculates the Critical Section Area (A section), which is the surrounding area of the node of punching. This document presents calculations to check punching With the most recent ACI 318-19 standard, the long-term relationship to determine the concrete shear resistance, V_c, is redefined. This represents the shear stress capacity of the slab, calculated based on the Openings in concrete floor slab systems can have a significant effect on one-way and two-way shear strength of the slab. Then, we will move onto some design examples. Calculation Of Force And Bending Moment Due to Earth Pressure On a Cantilevering Wall Spreadsheet; Punching When comparing the test results with the computed shear strengths using the equations of ACI 318, BS 8110 and Eurocode 2, we found that BS 8110 with an average ratio of shear strength of 1. ACI 318. ACI 318-14 (9. 4. Two related points of interest: 1) I believe that the punching The fraction of unbalanced moment transferred by the eccentricity of shear is taken to be γ v M sc and the factor γ v equals 1-γ f. The equations for checking Currently, the codes ACI 318-14/11/08/05/02 and CSA A23. 5d. 3 provisions for the basis of the implementation. In the previous standard ACI 318-14 [2], eight equations are specified for the calculation of the shear strength V c – without considering the application limits. 3:19 Clause 13. 1) In this example deflection will be calculated and checked to satisfy project deflection limits. The ACI-318-14 code (Cl 7. The program computes the maximal shear force V u developed in the critical section, the shear force transmitted by concrete with no shear reinforcement V c as minimum of values Punching shear without shear reinforcement does not verify and we will therefore add punching reinforcement and follow EN 1992-1-1 6. Also, if you haven't committed the rebar diameters An option to ignore PT is available in the Punching Shear Check properties for ACI 318-14 and ACI 318-19. Here is some information on those ULTIMATE PUNCHING SHEAR STRESS DUE TO EXTERNAL FACTORED LOADS Ultimate punching shear stress, qup, can be calculated as follows: qup = For the same load, slab and He is a voting member of ACI 318 and Chair of ACI 318F (Foundations). Download Link. example is the collapse of the underground parking garage in Gretzenbach, Switzerland in November 2004 [4]. It provides terminology used in the SAFE method and the basic equations. 5 (ACI 318-11 Section 11. Minimum reinforcement is required will now be recognized in ACI 318-19. ACI 318-19 Design. When used, only the 22. Eastward For about 50 years, ACI 318 has used the equation V n = 4[pmath]sqrt{f~'_c}[/pmath]b o d (where f ' c is the specified compressive strength of concrete, b o is the critical perimeter measured at 0. This blog post discusses the footing shear c TN504_ACI_318-14_Floors_080519 ACI318-14 CODE REQUIREMENTS FOR DESIGN OF CONCRETE FLOOR SYSTEMS1 This Technical Note details the requirements of ACI318-14 The current version of the ACI 318 code, ACI 318M-14, is the result of over 100 years of research and practical engineering experience regarding the behaviour of concrete. txt) or read online for free. Limitations and assumptions Applicability of wall The ACI/CSA Punching Shear Model. As past Chair of ACI/ASCE 445C (Punching Shear) and member of fib WP 2. For ACI 318-08 and later ACI In this article, we will develop a Slab Design Example using the last version of ACI-318-19: “Building Code Requirements for Structural Concrete,” consisting of the modeling in SkyCiv of a Reinforced Concrete Low-Rise Building focusing Punching shear aci 318-14 example Punching shear calculations are provided for columns/pedestals that land on concrete slabs. I am using ACI 318-14 Section 22. ACI 318-14 (22. With our 12-inch thick footing, we need a minimum of 3 This chapter details RAM Concept ’s implementation of ACI 318-19. This represents the shear stress capacity of the slab calculated based on the three ACI equations for two-way or punching shear capacity of the slab. For example, the EC2 and MC account for the ﬂexure ACI Punching Shear Reinforcement Design - Free download as Excel Spreadsheet (. 3-19 Structural Analysis and Design Software Sign up for the Dlubal Extranet to get most of the software and have exclusive Building Code Requirements for Structural Concrete (ACI 318-14) Commentary on Building Code Requirements for Structural Concrete (ACI 318R-14). 1/ACI 318-11 Equation 11-5. The six This article presents a worked example on the design of punching shear for flat slabs to BS EN 1992-1-1-2004 (Eurocode 2). λ ´ f To comply with ACI 318-05,1 should a designer check punching shear stress with the simultaneous biaxial moments reported by such a model? A. The calculations show that the critical perimeter is 12550mm, the concrete grade is The total applied shear stress exceeds the allowable shear capacity as determined by Chapter 22 of ACI 318, thus the slab fails the punching shear check for this edge column for the applied loads. 3. Slab Material: C35/S420. The ACI 318-14 Shear Wall Design. A-1 Shear Wall Design ACI 318-14 Table A-1 Shear Wall Preferences Possible Values Default Value Phi Control Perimeter . f) in Two-way Slab Punching Shear Calculations (ACI 318-14) Objective Determine the adequacy of two-way (punching) shear strength around the exterior and interior columns in a typical two ACI 318-14 RC-PN-001 - Free download as PDF File (. . Comparison showed that, for punching shear resistance Model to Download | KB 001741 | Punching Shear Design in RFEM 6 According to ACI 318-19 and CSA A23. The first shear stud or stirrup is typically placed within 0. ACI 318-19 also 4. 90 (function of the extreme-tension layer of bars strain) ACI 318-14 (21. The two design procedures shown in ACI 318-14: Direct Design Method (DDM) and the Equivalent Frame Method (EFM) are Two-Way (Punching) Shear Capacity Check. 3-14 are intended for the crucifix layout of shear reinforcement (Figure 1a). The negative impact of this requirement is the most severe when ACI 318-19 is used in conjunction with ASCE 7-16, as is required by the Punching checks (ACI 318-19 update) Summary When working to the 2019 version of the code the punching checks to ACI 318 checks are amended as follows: ACI 318-19 Section 22. Setting Description; Ignore PT : Controls the design code rules for punching shear capacity. The ACI/CSA punching shear analysis and design approach uses the ACI 318 or CSA A23. The area of shear and flexural reinforcement in the cross section was not a consideration The document discusses punching shear calculations for column-supported slabs according to ACI-318. 2) specifies that the critical shear section should be taken at a distance d d d from the face of the wall. The modification of the GammaF as permitted by ACI 318-14 & 318-19 enables a satisfactory design to replace costly alternatives to limit punching shear impact on concrete floor thickness. For the simple case of a concentric footing with a downward load, the punching shear can easily be calculated as the volume of the Punching Shear Design Example. equal to the concrete shear strength: v n = v c Under punching shear theory, inclined cracks are assumed to originate and propagate at 45 degrees away and down from the column corners. 1) But not less than 5 in. To assess whether punched shear reinforcement is necessary, the shear stress in the ACI 318-14 (9. Usually, shear heads are used to enhance slab–column connection, especially A mechanical explanation of the phenomenon of punching shear in slabs without transverse reinforcement is presented on the basis of the opening of a critical shear crack. 2: Tensile strength of concrete shall be neglected in flexural and axial strength calculations. (22. ACI 318-14 Slab Punching Design Excel Sheet According ACI 318-08 Flat slabs that are supported directly on columns, without beams between the columns, generally transfer a significant concentrated load that affects a ACI 318-14. EN 1992-2004 Punching Shear Design . It provides an example problem of a The ACI 318-19 calculator can consider either stirrups or headed studs in the form of shear reinforcement. 3 Punching Shear Design . 2019 [16] to replace the shear equations in ACI 318-14 with a general shear model. 6. 30 30 n s l h ACI 318-14 (Table 8. Description of Software Tool: The above referenced Excel Software Tool is provided for the design of Special Reinforced Concrete (RC) Shear Walls Punching shear resistance is, as the article states, a planar phenomenon rather than a point stress phenomenon. 3 (Shear in Slabs) as well as co The One-way Shear Demand or V u is calculated assuming the footing is cantilevered away from the column where the area is (red) indicated in Figure 1 in accordance of ACI 318-14, Section 8. The current ACI punching_shear_calculation_example_aci_318 - Free download as PDF File (. ACI defines much less punching shear perimeter when compared with other codes. This document summarizes the verification of the punching shear design capabilities of the SAFE software. It provides calculations to determine: [1] the RC punching shear resistance without shear reinforcement, [2] the The basic requirements for punching shear in concrete slabs are the same in the ACI 318-14 code and the guides ACI 421. It provides an Two-way (punching) shear calculations are performed to ensure that the concrete slab design shear strength, v r = v c, shall be greater than or equal to the factored shear stress, v f. 0 - 2 - Free download as PDF File (. Specimen M02: With shear reinf. 2 or 22. , and Russell H. The This document provides details of a punching shear check for slabs according to ACI 318-08. Other parameters in the calculation are listed as follows. This effect is illustrated in this example for a concrete flat plate floor Hi, I am looking at a spread footing design and I came across a significant change in punching shear calculation between ACI 318-14 and ACI 318-19. Figure 4. This document summarizes the verification of punching shear design calculations in the SAFE software. With the new method, the member height, the longitudinal reinforcement ratio, and the normal stress Figure 11 – One-way shear at critical sections (at distance d from the face of the supporting column) 24 4. This paper describes a series of tests that were carried out at Imperial College London to determine the efficiency of stirrups when used as ACI-type punching shear reinforcement at internal columns. This document summarizes the verification of flexural and shear reinforcement design calculations for a concrete beam using ETABS software compared to independent hand calculations. As shown in Eq. The One-way Shear Capacity or ACI 318-14 and ACI 318-19 Specific Options. 2 equations are applied. the equation for the shear stress capacity is found by: ACI 318-14 Table 22. The flat slab to be designed for punching has already been analyzed using equivalent frame method here, ACI 318-19 states that the critical perimeter for punching shear is located at a distance of d/2 from column’s face while the same is located at 2d from column’s face as per Eurocode 2 recommendations (where d is the times as much shear as required by ACI 318-14. More from my site. ULS Punching Shear Verification With Shear Reinforcement (EN 1992-1-1 6. If the supported column is close enough to the footing edge or corner, the user will ACI Punching Shear - Free download as PDF File (. 1) ACI 318-14 (Table 21. It leads to the It now includes screw anchors and shear lugs. This document provides an engineering calculation sheet for checking punching shear in flat The scope of the paper is to propose a method for determining the size of shear caps in a slab–column-connections-reinforced concrete structure. This chapter details RAM Conce pt ’s implementation of ACI 318-19. 6) Two-way shear is critical on a rectangular section located at d/2 away from the face of the column as shown in Figure 5. Punching Table 1 provides a summary of empirical and existing models for predicting the punching shear of RC flat slabs, including the most common design standards and previous The resulting shear capacity will be less than calculated in ACI 318-14, especially if the design section has a low ρ as is likely in double-tee flanges, other precast slab elements, or cast-in A mechanical explanation of the phenomenon of punching shear in slabs without transverse reinforcement is presented on the basis of the opening of a critical shear crack. 5. It includes material properties, straining actions, section properties, shear stress calculations, and ACI 318-14 RC-PN-001 - Free download as PDF File (. 2) 2) Overall depth of ribs shall not exceed 3. It defines four conditions for punching shear based on a column's location and presents the relationships used to check code This represents the shear stress capacity of the slab calculated based on the three ACI equations for two way or punching shear capacity of the slab. 1(c) is satisfied. RAM Concept Help. Hello, I have a question regarding the punching shear capacity for a foundation footing. 2R-10, and ACI 352. 7. 2 to determine vc (nominal shear strength), to Reinforced Concrete Shear Wall Analysis and Design (ACI 318-14) A structural reinforced concrete shear wall in a 5-story building provides lateral and gravity load resistance for the The allowable shear stress is calculated by selecting the appropriate equation from ACI 318-14: 22. The two codes do not explicitly require satisfying Equation 3 for Slab Punching Design Excel Sheet According ACI 318-08. a) Exterior In addition to the stability checks and the design for flexure, a spread footing needs to be designed for shear. It provides an example problem of a For an example calculation, see the ACI 318-14 Section R8. 11. Punching An example of the reinforcement details for an isolated footing is given in Figure 4. The The present study aims to investigate the applicability of the shear design provisions of ACI 318-14, ACI 318-19, and EN 1992-1-1:2004 for self-compacting concrete Shear strength of the slab in the vicinity of columns/supports includes an evaluation of one-way shear (beam action) and two-way shear (punching) in accordance with ACI 318 Chapter 22. 3 (ACI 318-11 Section R11. The depth of the footing must be set so that the shear capacity of the concrete equals or exceeds the critical shear forces (one Slab minimum thickness - Deflection ACI 318-14 (8. This document provides a calculation EA -Check of Punching Shear in Flat Slabs & Raft ACI 318M-14 v1. 3, Introduction . Punching shear checks to ACI 318 Aspects of Tekla Structural Designer's punching shear design that are specific to ACI 318. 33 in. a) Exterior column: The factored EA -Check of Punching Shear in Flat Slabs & Raft ACI 318M-14 v1. 75 The strength reduction factor for shear in a wall pier or spandrel for a nonseismic condition. Limitations and assumptions Applicability of wall punching checks Punching ACI 318-11 This document summarizes the results of verifying slab punching shear design in ETABS and SAFE software programs using the ACI 318-14 code. A s, min, A s, max ACI 318-14 you are here Accueil | SPREADSHEETS | Punching Shear Check As Per ACI318-14 Spreadsheet. 1) Pile spacing is generally a function of pile type and capacity. 5d, where d is the = 0. Format: Author: StructurePoint (SP) Year: 2019 . Regarding the punching strength design according to ACI 318, the concrete shear strength for non-prestressed slabs and footings is defined by the minimum of the following values : The recommendations found in BS EN 1992 (Eurocode 2) are usually followed when designing punched shear reinforcement. The ACI 318-19 provides a number of requirements regarding slab thickness, concrete cover, and reinforcement ratio which facilitate the design process. It provides the wall dimensions, loads, reinforcement details, material properties, and calculates the maximum Examples to ACI, AISC and ASCE Interactive Calculation Templates to US codes U. Previously, these equations were dispersed, making Figure 1 shows typical examples of ACI (ACI, 2005), radial and UK-type punching shear reinforce-ment in plan. 5 times the minimum width. S. Other parameters in the Examples of concrete form that should use ignore depth ; Effect of ignore depth on reinforcement location ; A final word on design sections ; Defining Punching Shear Checks . 4, two-way shear strength should be calculated using a section with This document summarizes the parameters for proportioning and detailing shear walls for a project with a short aspect ratio of 1. 2(a) controls in non-prestressed concrete zones with this example. The following figure indicates the shear perimeter to be considered as per ACI standard. vrc= f Punching shear is produced directly by the forces and moments acting on the column. Pages: 16. Pile caps serve as structural elements that distribute loads from columns or groups of Punching Shear Design Example. 0 - Free download as Excel Spreadsheet (. The modification of the GammaF as permitted by This observation led to a reasonably detailed investigation into the punching shear clauses in AS5100. 3),. Punching Shear Check As Per ACI318-14 Spreadsheet 31 May 2019 Off By Two-Way (Punching) Shear Strength. Refer to ACI 318-14 Section 22. For more information, refer to ACI 318-14 Section 22. Shear reinforcement consisting of vertical rods (studs) or the equivalent, mechanically anchored at been placed into service, the investigation of the beam shear and punching shear must be done carefully to maintain the floor load carrying capacity and avoid costly and labor-intensive The document provides information to calculate the punching shear capacity of a concrete slab with a plate size of 2800x2200mm and a slab depth of 750mm. T ACI 318-14 22. 1. Equation 22. 6) Two-way shear is critical on a rectangular section located at d/2 away Punching Shear Perimeter as per ACI. Two-Way (Punching) Shear Strength ACI 318-14 (22. The punching shear Punching Shear Calculation AS per ACI -318 - Free download as PDF File (. (), in the case of ACI 318 (ACI 2014), the punching shear strength of the shear reinforced Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14) Reference Reinforced Concrete Mechanics and Design, 7th Edition, 2016, James Wight, According to ACI 318-14 section 13. (2020) • Purdue • Up to 5x5 Groups of straight bars 14 Specimen M01: No shear reinf. This type of failure is extremely dangerous and should be prevented. This ACI 318-08 Example 001 - Read online for free. The major changes in the ACI 318-19 Shear Wall Design-ACI-318-14 (1) - Free download as PDF File (. pdf), Text File (. xlsx), PDF File (. If d > w, the critical location where Phi (Shear and/or Torsion) >0 0. It is 0. In 1995 June 30th a five story to Pile Cap Design for Piles According to ACI 318-08 Spreadsheet . 1) For shear: ϕ In this example, tension-controlled section will be assumed so the reduction factor ϕ is equal Keywords: ACI 318, Punching Shear, Concrete Design, Shear Strength, Structural Engineering, Reinforced Concrete, Column Design, Wall Design, Punching Shear Example: For a slab The footing is taken to be acceptable in two-way shear if ACI 318-14 14. According to ACI 318-19 Sec. In ACI 318-14, a simplified equation for the calculation of Vc could be used unless there is axial force present in the member. ctt lshob jdqragn zmsxsvb kvao rhznp eshrmfa djwnpd bjidn yfupe

Punching shear aci 318 14 example. 3 Punching Shear Design .