d) If the beam has 5-16 mm diameter rebars, determine if it is compression-controlled, transition or tension-controlled. Type A for compression-controlled, B for transition and C for tension-controlled. Blank 4

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A rectangular beam has b = 350 mm and d = 430 mm with concrete compressive strength fc = 30 MPa and steel yield strength fy =
345 Mpa. If compression steel area is required, it will be placed 70 mm from its cg up to extreme fiber. Calculate the following:
a) Maximum moment in kNm. Blank 1
b) Maximum Steel Area in mm². Blank 2
c) Required steel area in mm² if the beam is subjected to a moment, Mu of 76 kNm. Blank 3
d) If the beam has 5-16 mm diameter rebars, determine if it is compression-controlled, transition or tension-controlled. Type A for
compression-controlled, B for transition and C for tension-controlled. Blank 4
Blank 1
Add your answer
Blank 2 Add your answer
Blank 3 Add your answer
Blank 4
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Transcribed Image Text:A rectangular beam has b = 350 mm and d = 430 mm with concrete compressive strength fc = 30 MPa and steel yield strength fy = 345 Mpa. If compression steel area is required, it will be placed 70 mm from its cg up to extreme fiber. Calculate the following: a) Maximum moment in kNm. Blank 1 b) Maximum Steel Area in mm². Blank 2 c) Required steel area in mm² if the beam is subjected to a moment, Mu of 76 kNm. Blank 3 d) If the beam has 5-16 mm diameter rebars, determine if it is compression-controlled, transition or tension-controlled. Type A for compression-controlled, B for transition and C for tension-controlled. Blank 4 Blank 1 Add your answer Blank 2 Add your answer Blank 3 Add your answer Blank 4 Add your answer
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