For Problems 5.50 to 5.52, compute the design moment strengths of the beams shown if fy = 420 MPa and f = 21 MPa. Check the maximum permissible A, in each case to ensure ductile failure. E, = 200 000 MPa. Problem 5.50 3 #29 4 #36 450 mm - 2 #22 Problem 5.51 (Ans. 926.9 kN-m) 4 #36 70 mm 400 mm 650 mm 580 mm 70 mm 700 mm 630 mm pls and Show Solution 172 of

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For Problems 5.50 to 5.52, compute the design moment
strengths of the beams shown if fy = 420 MPa and f =
21 MPa. Check the maximum permissible A, in each case to
ensure ductile failure. E, = 200 000 MPa.
Problem 5.50
3 #29
4 #36
450 mm -
2 #22
Problem 5.51 (Ans. 926.9 kN-m)
4 #36
70 mm
400 mm
650 mm
580 mm
70 mm
700 mm
630 mm
pls
της,
and
Show
Solution
172 of
Transcribed Image Text:For Problems 5.50 to 5.52, compute the design moment strengths of the beams shown if fy = 420 MPa and f = 21 MPa. Check the maximum permissible A, in each case to ensure ductile failure. E, = 200 000 MPa. Problem 5.50 3 #29 4 #36 450 mm - 2 #22 Problem 5.51 (Ans. 926.9 kN-m) 4 #36 70 mm 400 mm 650 mm 580 mm 70 mm 700 mm 630 mm pls της, and Show Solution 172 of
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