5. Calculate how many pieces of 10 mm.Ø x 7.60 meters (25') full-length steel bars would be needed for the closed stirrups of 10 pieces of the continuous beam shown below. SYMMETRICAL ABOUT CENTERLINE 10mm stirr, spaced from supports as follows: 1@ 50mm; 4 @ 100mm; rest e 200mm 316mm 3-16mme 2-16mme -2-16mmo 3-16mme 3-16mme 2-16mm 2-16mm 一 20m 20m 3-16mmo 2-16mme DETAILS OF BEAM 10mme stirrups -10mmo stirrups 2-16mmd 3-16mm SECT. AT SUPPORTS SECT. AT MIDSPANS

5. Calculate how many pieces of 10 mm.Ø x 7.60 meters (25') full-length steel bars would be needed for the closed stirrups of 10 pieces of the continuous beam shown below. SYMMETRICAL ABOUT CENTERLINE 10mm stirr, spaced from supports as follows: 1@ 50mm; 4 @ 100mm; rest e 200mm 316mm 3-16mme 2-16mme -2-16mmo 3-16mme 3-16mme 2-16mm 2-16mm 一 20m 20m 3-16mmo 2-16mme DETAILS OF BEAM 10mme stirrups -10mmo stirrups 2-16mmd 3-16mm SECT. AT SUPPORTS SECT. AT MIDSPANS

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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