DETERMINE THE NOMINAL OR THEORETICAL MOMENT CAPACITY MNOF EACH BEAM IF FY= 60,000 PSI AND F C = 4000 PSI.1.25 in.21 in.3 #816 in.●3 in.24 in.6 #9-16 in:t30 in.2-in.-2in.3. Compute MN6 #25●●350 mm.460 mm600 mm70 mm70 mmfy = 420 MPaf = 24 MPa

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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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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