Fundamentals Of Structural Analysis:
5th Edition
ISBN: 9781260083330
Author: Leet, Kenneth
Publisher: MCGRAW-HILL HIGHER EDUCATION
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Chapter 2, Problem 9P
To determine
Find the axial force produced by the live load in the first and third stories of the column C3.
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-I-
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In addition to the weight of concrete, include an additional 25 psf dead load (total
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2. Draw an FBD of beam B2 showing the calculated dead load, wp, and support reactions.
3. Report the maximum bending moment (kip-ft) in beam B2 due to dead load.
4. What is the minimum uniform live load, L. (psf), for this occupancy?
5. Calculate the live load, WL (kip/ft), applied to beam B2 based on tributary load
analysis for the occupancy and floor span direction.
6. Draw an FBD of beam B2 showing the calculated live load, wL, and reactions
7. Report the maximum bending moment (kip-ft) in beam B2 due to live load.
8. Is live load reduction allowed for…
P10.7 WP For the simply supported steel beam [E = 200 GPa; I = 129 × 106 mm²] shown in Figure P10.7, use the double-integration method to determine the deflection at B. Assume that L = 4 m, P = 60 kN, and w = 40 kN/m.
A
B
FIGURE P10.7
W
When calculating the minimum force P required to prevent motion of the wheel....What is the angle beta to be used in the equation for belt frictionwhen working with this system?Which tension would be T2?
Chapter 2 Solutions
Fundamentals Of Structural Analysis:
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