O 88130% v- +I AnnotateT| EditTrial expired Unlock Full VersionENGR 263+A A AT O4.10 Member AB is the beam under consideration. As shown in the illustration of the loadingcondition, member AB is an overhanging beam that supports a uniformly distributed roofload 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).MarqueeovernangDisplauSLIPPortII Raof KiotsOl IW = 500 Ib/FtAB4000 b 2000 000 ISteel beam!!I13 FE 5 FE- FtRoOFtop HVAC unit10 FE4 FtMarquee sign<RR2Steel beam(negligible weight)Free-body diagramDispiaySupportLoading condition 130% v- +7 AnnotateT| EditTrial expired Unlock Full VersionENGR 263A A AEXERCISESEleven sets of illustrations and the corresponding free-body diagrams of building-relatedbeams were provided in Chapter 4 as Exercises 4.I through 4.11. These free-body diagramsconstitute exercises that will be used here and again in Chapter 12. Follow these instructionscarefully to save time later:(a) On each sheet of engineering paper reserved for analysis, calculate the vertical shearspecific to that member at appropriate intervals across the length of the free-bodydiagram. Be sure to solve for locations where shear passes through zero.(b) On cach sheet of engineering paper containing the free-body diagram, neatly drawthe related shear diagram directly below the associated free-body diagram. Theshear diagram should be located in the middle one-third of the page. Reserve thebottom one-third of the sheet for the bending moment diagram introduced in Chap-ter 12. Be sure to show locations where shear passes through zero.

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4.10 Member AB is the beam under consideration. As shown in the illustration of the condition, member AB is an overhanging beam that supports a uniformly distribu load of 500 lb/ft. It also carries concentrated loads from a rooftop HVAC unit (4 an interior hanging display support (2000 lb), and a marquee sign (3000 lb). Marquee overnang I Raof kiats Display SuPport w = 500 Ib/Ft 4000 b 2000 1 II Seeel beam FE > FE 20Oftop HVAC unit 1O FE Marquee sign<

4.10 Member AB is the beam under consideration. As shown in the illustration of the condition, member AB is an overhanging beam that supports a uniformly distribu load of 500 lb/ft. It also carries concentrated loads from a rooftop HVAC unit (4 an interior hanging display support (2000 lb), and a marquee sign (3000 lb). Marquee overnang I Raof kiats Display SuPport w = 500 Ib/Ft 4000 b 2000 1 II Seeel beam FE > FE 20Oftop HVAC unit 1O FE Marquee sign<

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.11.10P

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130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version ENGR 263 A A A 4.8 Member AB is the beam under consideration. As shown in the illustration of the loading condition, member AB is a single overhanging beam. Beam AB supports a 500-lb/ft uni- formly distributed floor load on the beam overhang only. Overneia 4 Fr Stee ream (reactions) R. Free-body diagram (negligible weight) Loading condition
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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. I through 4.11. These free-body diagrams constitute exercises that will be used here and again in Chapter 12. Follow these instructions carefully to save time later: (a) On each sheet of engineering paper reserved for analysis, calculate the vertical shear specific to that member at appropriate intervals across the length of the free-body diagram. Be sure to solve for locations where shear passes through zero. (b) On cach sheet of engineering paper containing the tree-body diagram, neatly draw the related shear diagram directly below the associated free-body diagram. The shear diagram should be located in the middle one-third of the page. Reserve the bottom one-third of the sheet for the bending moment diagram introduced in Chap- ter 12. Be sure to show…
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