Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 6, Problem 27P
To determine
Find the maximum deflection
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Determine all displacement components and internal reactions at node 2 using the stiffness method.
Assume I = 300(10^6) mm4, A = 10(10^3) mm2, E = 200 GPa for each member. Use the values of L3=2.5m, L4=4.5m, w=12kN/m and P=10kN.
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Assume I = 300(10^6) mm4, A = 10(10^3) mm2, E = 200 GPa for each member. Use the values of L3=2.5m, L4=4.5m, w=12kN/m and P=10kN.
Please show all working
School of
I-
I-
30 ft
C1
B1
B2
E
G1
4 @ 8 ft
Floor
13
Span
C3
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…
Chapter 6 Solutions
Structural Analysis
Ch. 6 - Prob. 1PCh. 6 - Prob. 2PCh. 6 - Prob. 3PCh. 6 - Prob. 4PCh. 6 - Prob. 5PCh. 6 - Prob. 6PCh. 6 - Prob. 7PCh. 6 - Prob. 8PCh. 6 - Prob. 9PCh. 6 - Prob. 10P
Ch. 6 - Prob. 11PCh. 6 - Prob. 12PCh. 6 - Prob. 13PCh. 6 - Prob. 14PCh. 6 - Prob. 15PCh. 6 - Prob. 16PCh. 6 - Prob. 17PCh. 6 - Prob. 18PCh. 6 - Prob. 19PCh. 6 - Prob. 20PCh. 6 - Prob. 21PCh. 6 - Prob. 22PCh. 6 - Prob. 23PCh. 6 - Prob. 24PCh. 6 - Prob. 25PCh. 6 - Prob. 26PCh. 6 - Prob. 27PCh. 6 - Prob. 28PCh. 6 - Prob. 29PCh. 6 - Prob. 30PCh. 6 - Prob. 31PCh. 6 - Prob. 32PCh. 6 - Prob. 33PCh. 6 - Prob. 34PCh. 6 - Prob. 35PCh. 6 - Prob. 36PCh. 6 - Prob. 37PCh. 6 - Prob. 38PCh. 6 - Prob. 39PCh. 6 - Prob. 40PCh. 6 - Prob. 41PCh. 6 - Prob. 42PCh. 6 - Prob. 43PCh. 6 - Prob. 44PCh. 6 - Prob. 45PCh. 6 - Prob. 46PCh. 6 - Prob. 47PCh. 6 - Prob. 48PCh. 6 - Prob. 49PCh. 6 - Prob. 50PCh. 6 - Prob. 51PCh. 6 - Prob. 52PCh. 6 - Prob. 53PCh. 6 - Prob. 54PCh. 6 - Prob. 55PCh. 6 - Prob. 56PCh. 6 - Prob. 57PCh. 6 - Prob. 58PCh. 6 - Prob. 59PCh. 6 - Prob. 60P
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