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DETERMINE THE NOMINAL OR THEORETICAL MOMENT CAPACITY MN OF EACH BEAM IF FY= 60,000 PSI AND F C = 4000 PSI. 2. 25 in. 21 in. 3 #8 16 in. 3 in. 24 in. 6#9 -16 in. 30 in. 3. Compute MN 6# 25 . ● 350 mm- ● ● ● 460 mm **** 600 mm 70 mm 70 mm f=420 MPa f = 24 MPa

DETERMINE THE NOMINAL OR THEORETICAL MOMENT CAPACITY MN OF EACH BEAM IF FY= 60,000 PSI AND F C = 4000 PSI. 2. 25 in. 21 in. 3 #8 16 in. 3 in. 24 in. 6#9 -16 in. 30 in. 3. Compute MN 6# 25 . ● 350 mm- ● ● ● 460 mm **** 600 mm 70 mm 70 mm f=420 MPa f = 24 MPa

Structural Analysis
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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DETERMINE THE NOMINAL OR THEORETICAL MOMENT CAPACITY MN OF EACH BEAM IF FY= 60,000 PSI AND F C = 4000 PSI. 1. 25 in. 21 in. 3 #8 16 in. ● 3 in. 24 in. 6 #9 -16 in: t 30 in. 2-in. -2in. 3. Compute MN 6 #25 ● ● 350 mm. 460 mm 600 mm 70 mm 70 mm fy = 420 MPa f = 24 MPa
Transcribed Image Text:DETERMINE THE NOMINAL OR THEORETICAL MOMENT CAPACITY MN OF EACH BEAM IF FY= 60,000 PSI AND F C = 4000 PSI. 1. 25 in. 21 in. 3 #8 16 in. ● 3 in. 24 in. 6 #9 -16 in: t 30 in. 2-in. -2in. 3. Compute MN 6 #25 ● ● 350 mm. 460 mm 600 mm 70 mm 70 mm fy = 420 MPa f = 24 MPa
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