Prob #l: Designuniform kive load of 22,500 Nm. exclusive of its own weight .Assume the beam to have a simple span of 6m. Use ACI Specs,with fe-20 MPa, f = 138 MPa., 'n=9, Va =0,09| fe anda rectangvlar beam reinforced for tension enly to carryaVa=22,500 Nmfigire :Prob #2: A beam having an 8m. simple span has a cross-section shown inthe figure. Defermiìne the maximum concentrated load that thisbeam can carry besides its own weight. Use fe=7MP., f=124 ME.and n= 10.Figyre:100 200 100400mm100N.A.--N.A.600mm4005Somm200mm550-X150n AsOSt4-25mmd Tensicn Bar400mm Prob. #1: Determime the allowable concentrated load @ midspan thatmay be applied to a WS30X 848 Section, having a simple spanof 8m. Neglect the weight of the beam & assume that lateralexst only @ the ends. If ancther lateral support is provided@ midspan, what concentrated load can be supported? use G6=10and A36Steel Cfy= 250MPA).Problem#2: Select the lightest W- Section to carry a uniform liveload of 1ekN/m in a simply supported span of 9m. Select benamsfor two cases : a) confinuously braced;and, b) braced @ the endsi midspay only(use G=175), Use A36Steel (Fy-250MPA).

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Hob.#li Design a rectangvlar beam reinforced for tension only to carry a uniform live load of 22,500 Nm exclusive of its own weight . Assume the beam to have a simple span of 6m. Use AcJ Specs, with fe=20 MPa, fs =138 MPa, 'n=9, Va=0.09) fc and 22,500 Nm Aigire: 6m.

Hob.#li Design a rectangvlar beam reinforced for tension only to carry a uniform live load of 22,500 Nm exclusive of its own weight . Assume the beam to have a simple span of 6m. Use AcJ Specs, with fe=20 MPa, fs =138 MPa, 'n=9, Va=0.09) fc and 22,500 Nm Aigire: 6m.

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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