Problem 1: Calculate M, for each beam then briefly discuss the impact of each variable on the flexural capacity of the beam. A. ABCREE B. C. D. E. b (in) 8 N∞∞∞∞∞ 8 8 8 8 12 d (in) 17.5 17.5 17.5 17.5 23.5 17.5 As 2 no. 7 2 no. 9 2 no. 7 2 no. 7 2 no. 7 2 no. 7 fe' (ksi) 4 4 4 6 4 4 (Recommend making a spreadsheet to minimize repetitive calculations) fy (ksi) 60 60 80 60 60 60
Problem 1: Calculate M, for each beam then briefly discuss the impact of each variable on the flexural capacity of the beam. A. ABCREE B. C. D. E. b (in) 8 N∞∞∞∞∞ 8 8 8 8 12 d (in) 17.5 17.5 17.5 17.5 23.5 17.5 As 2 no. 7 2 no. 9 2 no. 7 2 no. 7 2 no. 7 2 no. 7 fe' (ksi) 4 4 4 6 4 4 (Recommend making a spreadsheet to minimize repetitive calculations) fy (ksi) 60 60 80 60 60 60
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Expert Solution
Step 1: Given data
Beam code | b(in) | d(in) | Ast | fc'(ksi) | fy(ksi) |
A | 8 | 17.5 | 2-7dia | 4 | 60 |
B | 8 | 17.5 | 2-9dia | 4 | 60 |
C | 8 | 17.5 | 2-7dia | 4 | 80 |
D | 8 | 17.5 | 2-7dia | 6 | 60 |
E | 8 | 23.5 | 2-7dia | 4 | 60 |
F | 12 | 17.5 | 2-7dia | 4 | 60 |
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