Find the maximum deflection in inches for the following simple beams of A992 steel with uniformly distributed load. Find the values using (1) the equation for deflection of a uniformly distributed load and (2) the curves in Figure 9.11. A. W 10 × 33, span = 18 ft, total service load = 1.67 kips/ft B. W 16 × 36, span = 20 ft, total service load = 2.5 kips/ft C. W 18 × 46, span = 24 ft, total service load = 2.29 kips/ft D. W 21 × 57, span = 27 ft, total service load = 2.5 kips/ft
Find the maximum deflection in inches for the following simple beams of A992 steel with uniformly distributed load. Find the values using (1) the equation for deflection of a uniformly distributed load and (2) the curves in Figure 9.11. A. W 10 × 33, span = 18 ft, total service load = 1.67 kips/ft B. W 16 × 36, span = 20 ft, total service load = 2.5 kips/ft C. W 18 × 46, span = 24 ft, total service load = 2.29 kips/ft D. W 21 × 57, span = 27 ft, total service load = 2.5 kips/ft
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Question
Find the maximum deflection in inches for the following
simple beams of A992 steel with uniformly distributed load. Find the values using (1) the equation for deflection of a uniformly distributed load and (2) the curves in Figure 9.11.
A. W 10 × 33, span = 18 ft, total service load = 1.67 kips/ft
B. W 16 × 36, span = 20 ft, total service load = 2.5 kips/ft
C. W 18 × 46, span = 24 ft, total service load = 2.29 kips/ft
D. W 21 × 57, span = 27 ft, total service load = 2.5 kips/ft
Transcribed Image Text:20
40
60
80
100
120
규
Deflection - in Millimeters
36
70
L/240
33
20
L/360
30
60
27
24
50
15
21
L/180
18
40
16
14
10
30
12
20
10
5
8
10
64
Beam Depth
Deflection - in Inches
1
3
Figure 9.11 Deflection of steel beams with yield stress of 50 ksi under a constant
bending stress of 33 ksi.
Span - in Feet
Span - in Meters
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