EBK STRUCTURAL ANALYSIS
6th Edition
ISBN: 9780357030974
Author: KASSIMALI
Publisher: VST
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Chapter 2, Problem 9P
To determine
Find the live loads acting on the girder AE and beam CD.
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I-
I-
30 ft
C1
B1
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E
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13
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G2
4 @ 8 ft
-I-
30 ft
1. Calculate the dead load, wp (kip/ft), applied to beam B2 based on tributary load
analysis for the given loads and floor span direction.
In addition to the weight of concrete, include an additional 25 psf dead load (total
of fixed partitions, HVAC, and drop ceiling). Neglect the beam self-weight and the
weight of the corrugated steel sheet metal.
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
EBK STRUCTURAL ANALYSIS
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- 4.5m 4.5m 4.5m 20 4m A- Intermediate flat plate floor, story height=2.75 m, t=190 mm, f'c=20 MPa for slabs and f'c=35 MPa for columns. All columns are 400×400mm. Find all DF for the interior equivalent frame shown. 6m 6marrow_forward2. Determine the reactions, and shear and moment diagrams. EI= 50000 kip-ft2[50pts] Note: You can use the virtual work method/ Table to calculate fij terms. A 18 ft B 40 k 6 ft Carrow_forwardbased on the gantt chart shown what is the most appropriate next step to prevent project delay? A) Shift non-critical tasks to make room for Task B B) Reassign the graming worrk to a different subcontractor immediately. C) Extend the project deadline by one week D)Analyze float in adjacent task and consider crashing task Barrow_forward
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