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EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related beams were provided in Chapter 4 as Exercises 4.1 through 4.11. Shear diagrams were devel- oped in Chapter 11 as Exercises 11.1 through 11.11. These diagrams constitute exercises that will be used again here in Chapter 12. Follow these instructions carefully to save time later: (a) On each sheet of engineering paper reserved for analysis, calculate bending moment specific to that member at appropriate intervals across the length of the free-body đi- agram. Be sure to solve for bending moment at locations where shear passes through zero. (b) On each sheet of engineering paper containing the free-body and shear diagrams. neatly draw the related bending moment diagram directly below the associated

EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related beams were provided in Chapter 4 as Exercises 4.1 through 4.11. Shear diagrams were devel- oped in Chapter 11 as Exercises 11.1 through 11.11. These diagrams constitute exercises that will be used again here in Chapter 12. Follow these instructions carefully to save time later: (a) On each sheet of engineering paper reserved for analysis, calculate bending moment specific to that member at appropriate intervals across the length of the free-body đi- agram. Be sure to solve for bending moment at locations where shear passes through zero. (b) On each sheet of engineering paper containing the free-body and shear diagrams. neatly draw the related bending moment diagram directly below the associated

Structural Analysis
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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130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version ENGR 263 A A A EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related beams were provided in Chapter 4 as Exercises 4.1 through 4.11. Shear diagrams were devel- oped in Chapter Il as Exercises 11.1 through 11.11. These diagrams constitute exercises that will be used again here in Chapter 12. Follow these instructions carefully to save time later: (a) On each sheet of engineering paper reserved for analysis, calculate bending momem specific to that member at appropriate intervals across the length of the free-body di- agram. Be sure to solve for bending moment at locations where shear passes through zero. (b) On each sheet of engineering paper containing the free-body and shear diagrams. neatly draw the related bending moment diagram directly below the associated 234 Chap. 12 Bending in Beams
Transcribed Image Text:130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version ENGR 263 A A A EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related beams were provided in Chapter 4 as Exercises 4.1 through 4.11. Shear diagrams were devel- oped in Chapter Il as Exercises 11.1 through 11.11. These diagrams constitute exercises that will be used again here in Chapter 12. Follow these instructions carefully to save time later: (a) On each sheet of engineering paper reserved for analysis, calculate bending momem specific to that member at appropriate intervals across the length of the free-body di- agram. Be sure to solve for bending moment at locations where shear passes through zero. (b) On each sheet of engineering paper containing the free-body and shear diagrams. neatly draw the related bending moment diagram directly below the associated 234 Chap. 12 Bending in Beams
O 88 130% v - + I Annotate T| Edit Trial expired Unlock Full Version ENGR 263 + A A A T O 4.10 Member AB is the beam under consideration. As shown in the illustration of the loading condition, member AB is an overhanging beam that supports a uniformly distributed roof load of 500 lb/ft. It also carries concentrated loads from a rooftop HVAC unit (4000 lb), an interior hanging display support (2000 lb), and a marquee sign (3000 lb). Marquee overnang Displau SLIPPort II Raof Kiots Ol I W = 500 Ib/Ft A B 4000 b 2000 000 I Steel beam !! I1 3 FE 5 FE - Ft RoOFtop HVAC unit 10 FE 4 Ft Marquee sign< R R2 Steel beam (negligible weight) Free-body diagram Dispiay Support Loading condition
Transcribed Image Text:O 88 130% v - + I Annotate T| Edit Trial expired Unlock Full Version ENGR 263 + A A A T O 4.10 Member AB is the beam under consideration. As shown in the illustration of the loading condition, member AB is an overhanging beam that supports a uniformly distributed roof load of 500 lb/ft. It also carries concentrated loads from a rooftop HVAC unit (4000 lb), an interior hanging display support (2000 lb), and a marquee sign (3000 lb). Marquee overnang Displau SLIPPort II Raof Kiots Ol I W = 500 Ib/Ft A B 4000 b 2000 000 I Steel beam !! I1 3 FE 5 FE - Ft RoOFtop HVAC unit 10 FE 4 Ft Marquee sign< R R2 Steel beam (negligible weight) Free-body diagram Dispiay Support Loading condition
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