Situation 2 - A rectangular beam subjected to shear and flexure only. Given the following data: Beam dimension, b x h = 310mm x 410mm Effective cover to centroid of main bar = 75mm Concrete Strength, fc' = 27.5 Steel yield strength: Main reinforcement, fy = 415 mPa Stirrups, fyh = 275 mPa Reduction factor in shear = 0.75 4. If beam is reinforced with three legs of 12 mm diameter stirrups spaced at 90 mm on center. Calculate the design shear strength, Vu in kN 5. To develop shear strength of 350 kN, calculate the spacing of the three legs of 16 mm stirrups. 6. Which of the following gives the allowable maximum spacing pf 3 legs of 16 mm diameter stirrups in part 2?

Situation 2 - A rectangular beam subjected to shear and flexure only. Given the following data: Beam dimension, b x h = 310mm x 410mm Effective cover to centroid of main bar = 75mm Concrete Strength, fc' = 27.5 Steel yield strength: Main reinforcement, fy = 415 mPa Stirrups, fyh = 275 mPa Reduction factor in shear = 0.75 4. If beam is reinforced with three legs of 12 mm diameter stirrups spaced at 90 mm on center. Calculate the design shear strength, Vu in kN 5. To develop shear strength of 350 kN, calculate the spacing of the three legs of 16 mm stirrups. 6. Which of the following gives the allowable maximum spacing pf 3 legs of 16 mm diameter stirrups in part 2?

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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