The answer should have at least 2 decimal places. Solve in metric units. Use the following factors in converting the parameters: English System psi Factor to Use Metric System 1 psi = 0.0069 MPa 1 in = 25.40 mm MPa in. mm ft-k 1 ft-k = 1.356 kN.m kN.m Reinforcement Conversion Diameter of stirrups indicated in # is the actual diameter to be used Note: All converted units should have 2 decimal places. 1. For the problem shown below, given the loadings with fc' 21 MPa and fyt = 420 MPa. The dead load includes the beam weights. Do not consider the movement of the live loads using #10 stirrups. Find the following: a. What is the value of the factored shear, Vu? b. Concrete Shear capacity, Vc c. Factored Concrete Shear capacity, ØVc d. Shear of capacity of the stirrups, Vs e. Is the section adequate? Prove. f. Is 10mm diameter stirrups adequate? Prove. g. At what distance from the support, stirrups are need? h. At what distance from the support, stirrups are not needed? i. What is the maximum stirrup spacing? j. What is the designed stirrup spacing? Problem 8.26 70 mm 6 #29 Wp 20 kN/m W = 36 kN/m 800 mm 730 mm 450 mm

The answer should have at least 2 decimal places. Solve in metric units. Use the following factors in converting the parameters: English System psi Factor to Use Metric System 1 psi = 0.0069 MPa 1 in = 25.40 mm MPa in. mm ft-k 1 ft-k = 1.356 kN.m kN.m Reinforcement Conversion Diameter of stirrups indicated in # is the actual diameter to be used Note: All converted units should have 2 decimal places. 1. For the problem shown below, given the loadings with fc' 21 MPa and fyt = 420 MPa. The dead load includes the beam weights. Do not consider the movement of the live loads using #10 stirrups. Find the following: a. What is the value of the factored shear, Vu? b. Concrete Shear capacity, Vc c. Factored Concrete Shear capacity, ØVc d. Shear of capacity of the stirrups, Vs e. Is the section adequate? Prove. f. Is 10mm diameter stirrups adequate? Prove. g. At what distance from the support, stirrups are need? h. At what distance from the support, stirrups are not needed? i. What is the maximum stirrup spacing? j. What is the designed stirrup spacing? Problem 8.26 70 mm 6 #29 Wp 20 kN/m W = 36 kN/m 800 mm 730 mm 450 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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