he answer should have at least 2 decimal places. olve in metric units. Use the following factors in converting the parameters: Metric System English System osi Factor to Use 1 psi = 0.0069 MPa 1 in = 25.40 mm MPa n. mm t-k 1 ft-k = 1.356 kN.m kN.m Reinforcement Conversion Diameter of stirrups indicated in # is the actual diameter to be used ote: 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. At what distan ce from the cuppert ctirruns are need?

he answer should have at least 2 decimal places. olve in metric units. Use the following factors in converting the parameters: Metric System English System osi Factor to Use 1 psi = 0.0069 MPa 1 in = 25.40 mm MPa n. mm t-k 1 ft-k = 1.356 kN.m kN.m Reinforcement Conversion Diameter of stirrups indicated in # is the actual diameter to be used ote: 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. At what distan ce from the cuppert ctirruns are need?

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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