Analysis of T Beams For Problems 5.5 to 5.15, determine the design moment strengths Problem 5.11 (Ans. 297.4 ft-k) M of the sections shown. Use fy = 60,000 psi and f = 4000 psi, except for Problem 5.9, where f = 5000 psi. Check each section to see if it is ductile. Problem 5.5 (Ans. 369.1 ft-k) effective width = 40 in. 3 #9 ● ←14 in.→ 3 in. 28 in. Problem 5.6 Repeat Problem 5.5 if four #10 bars are used. Problem 5.7 Repeat Problem 5.5 if 10 # 7 bars are used. (Ans. 721.4 ft-k) 2 #9 5 in. 26 in. Problem 5.12 36 in. 2 #9 pls answer 5 in. 4 in. 12 in. 22 in. 3 in. 3 in.

Analysis of T Beams For Problems 5.5 to 5.15, determine the design moment strengths Problem 5.11 (Ans. 297.4 ft-k) M of the sections shown. Use fy = 60,000 psi and f = 4000 psi, except for Problem 5.9, where f = 5000 psi. Check each section to see if it is ductile. Problem 5.5 (Ans. 369.1 ft-k) effective width = 40 in. 3 #9 ● ←14 in.→ 3 in. 28 in. Problem 5.6 Repeat Problem 5.5 if four #10 bars are used. Problem 5.7 Repeat Problem 5.5 if 10 # 7 bars are used. (Ans. 721.4 ft-k) 2 #9 5 in. 26 in. Problem 5.12 36 in. 2 #9 pls answer 5 in. 4 in. 12 in. 22 in. 3 in. 3 in.

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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