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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
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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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

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
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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