B) A simply supporded eam is suhyectedloade (gauingloodsa) 60 KN Concentrated lodd >0S fron left supartb)0.gKN/m unipormly dimbukd load → uholec → 2n the ight.span) 20 KN concentrated loadfromsupport.If the total length oF the beam is Jm,find the support reachons.

Answered: Image /qna-images/answer/ee0cd4bb-ceaa-4a1a-ab83-148a43c75ef0.jpg

Answered: A Samply supperked beam È suhpeted to…

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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Prob. 13-15: A simply supported beam shows its shear diagram as result of the loadings. 13. Determine the maximum span moment in KN.m. 14. What uniform load at span AB will result to the given shear? 15. What is the concentrated load at C. to Deniw ve owT E-S dor W trpiow MX ni flod vortone bril no grubs 2017 su to instluas srit tot evlo8 S +2.5mx 4m-2.0mt 254 V=19.08 00.0 e WA only yup te sohat ont ai terW & s.ar.6 eteronos ert yd bied al doiriw flod A TB MOTAS.b CTSer bra.Brs OT 40% d 28.11.b 88.18.5 8 8 d A V₂~0.12 Ve-12-12 Jeoq gnix is eetern 08.1 ai nworla seuni bshoqqua viqmie erT A do19 20.00 MX ni A hoqque te emol fristluesh er enimated A $8.TO.S 20 odmam të em
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Vector Mo anics for Engineers: Statics Tutorial Problems 6.4 Determine the force in each member of the truss shown. Usc mcthod of joints. Homework 1 KN 14 kN 1 kN C. 3.2 m D. E. 2.4 -6 m 6 m maat geg ntag Graw IAll ow eventh MVAZ
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PROBUEM B: USING MBTHOD OF JONTS SOLVE FOR THE FORCES ACTING IN ALL MEMBERS Of THE TRUSS. INPIGATE WHETHER FENSION OR COOMPRESSION. CNOTE : ROUND-OFF TO 3.0 PEUMAL PLACES FOR FINA ANSWERS)) P2 1. 85KN UNKNOWNS : RAY, RFY, RFX× , AB,AC, BC, BD, CD, CE , DE, DF ļ EF B P= 4.95KH Pi=3KN P4 = 2.75KN PE =4.0 KN 2m ROLER HINGE WE
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Consider section n-n for the beam and loading shown: (a) calculate the support reactions (b) calculate the vertical shear force at section n-n (b) calculate the largest shearing stress in section n-n (c) and calculate the shearing stress at point "a" in section n-n 15nips 20hips 15hips Ift In 2ft 2f+ 0.6in 10in 1in 10in 0.315in 0. bin

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