Beam design

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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Please answer part both
Problem 1 - Beam design
A 24 ft simply supported beam is subjected to two concentrated factored live loads
of 25 kips each (1 kip = 1000 lb.
25 kips
25 kips
8 ft
16 ft
24 ft
Figure 1
Question 5 (6
4) Listen
Using M25 (1" diameter) bars in steel (Fy 60 ksi) and given that:
P0 0.02 and R= 987 psi
determine the minimum thickness of the beam (Tm) in inches. Use 1.5" for cover
Note:
Мтах
d =
0.9 x Rx b
Transcribed Image Text:Problem 1 - Beam design A 24 ft simply supported beam is subjected to two concentrated factored live loads of 25 kips each (1 kip = 1000 lb. 25 kips 25 kips 8 ft 16 ft 24 ft Figure 1 Question 5 (6 4) Listen Using M25 (1" diameter) bars in steel (Fy 60 ksi) and given that: P0 0.02 and R= 987 psi determine the minimum thickness of the beam (Tm) in inches. Use 1.5" for cover Note: Мтах d = 0.9 x Rx b
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