320 lb 16 feet 8 inches N.A. 3" 3.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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NEED WITHIN 1 HR PLS THANKS A cantilever beam 16 ft. and 8 inches in length is subjected to a concentrated load of 320 lb acting at the free end of the wide flange section which is a commercially available rolled steel section, designated as a 6 WF 15½. This standard manner of designation indicates that the depth of the section is 6 inches, that it is also called a wide-flange section, and lastly that it weighs 15.5 lb/ft of length. Determine the maximum tensile and compressive bending stress.
Property of 6 WF 15 Section
Weight/ft
(Ib/ft)
Designation
ly.
(in*)
Area
Ix
(in²)
(in*)
(in')
6 WF 15
15.5
4.62
28.1
9.7
9.7
Transcribed Image Text:Property of 6 WF 15 Section Weight/ft (Ib/ft) Designation ly. (in*) Area Ix (in²) (in*) (in') 6 WF 15 15.5 4.62 28.1 9.7 9.7
320 lb
16 feet 8 inches
3"
N.A.
3"
Transcribed Image Text:320 lb 16 feet 8 inches 3" N.A. 3"
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