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1.13 The section shown in Fig. 3.34 represents a beam in a structure containing prefabricated elements. The total width and total depth are limited to 350mm and 530mm respectively. Tension reinforcement used is four $28 bars. Using fe-28 MP and fy =420 MPa, determine the design moment strength of the section. 65 465 100 125 100 350 125 &c=0.003 N.A. + 0.85fc T=A,fy T z=d-y

1.13 The section shown in Fig. 3.34 represents a beam in a structure containing prefabricated elements. The total width and total depth are limited to 350mm and 530mm respectively. Tension reinforcement used is four $28 bars. Using fe-28 MP and fy =420 MPa, determine the design moment strength of the section. 65 465 100 125 100 350 125 &c=0.003 N.A. + 0.85fc T=A,fy T z=d-y

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1.13 The section shown in Fig. 3.34 represents a beam in a structure containing prefabricated elements. The total width and total depth are limited to 350mm and 530mm respectively. Tension reinforcement used is four $28 bars. Using fe-28 MP and fy=420 MPa, determine the design moment strength of the section. 65 465 100 125 100 350 125 8 = 0.003 N.A. + 0.85fc T=A,fy T z=d-y
Transcribed Image Text:1.13 The section shown in Fig. 3.34 represents a beam in a structure containing prefabricated elements. The total width and total depth are limited to 350mm and 530mm respectively. Tension reinforcement used is four $28 bars. Using fe-28 MP and fy=420 MPa, determine the design moment strength of the section. 65 465 100 125 100 350 125 8 = 0.003 N.A. + 0.85fc T=A,fy T z=d-y
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