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<

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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