Solve full warranty Handwriting ßolutions sull explanation A15mrectangularloadedmidspanThe beamareFindbeamSimply supportedis unformlyfromsupportand wielthwithtodepth800,300mm respectively.the neutralaxis the400 KNendreactions

Length of span = 15 m Load applied = 400 kN

Answered: 3 A rectangulas loaded midspan The beam…

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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@0イるll 11:0P I lec-10.pdf A P= 47.25 N (8た*4 Safe load pa24.7YN Ab Hiw.3.1/Member Ac Shown in fig is subjected bo a verticul force of 3kN, find the position Xof the force so thut the strees in thesmothsupportciscqual be the average Lensile strees n the tie rad AB The rod hesacross-Sectioned area of40omm and the contect area at cis 65emnt averge compressive B 3KN 200 mm Hw 3-2/Findp Nalue for the fiqure shown below? 2P
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Byusing Areamoment Method, Determinethe deflectionatthefreeend ofthebeamshown 180 kN 15 kN/m B C D -5 m- -5 m- -4 m- El = constant %3D E = 70 GPa I = 2,340 (106) mm4
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3 A rectangulas loaded midspan The beam are 15m simply supported beam Find with is unfermly from support and wielth to depth 600,300mm respectively. the neutral axis the 400 KN end reactions