GIYEN HE FF CHOSS SFCTION NOTES OF XHEXPHWOPKS oN * POLLIH6 TFP BX)W .STX. 5t000+ 1oSTX.5+020+3'+ 1.5DEDLJTAPASE /WIDTH o4 THE pexD arm d0SIDE SLOPE2,5:1") Con pute tHz- voLumE of HE tw d STATIONS BY END-XMETHO DAL OTI2OM.3 QUCom PU TE TeYOL uME of pismoIDxic)PMs molexL coppECTION ot CU

Answered: Image /qna-images/answer/dc79ff48-6f5e-4110-bd8a-fbfe9e8b5860.jpg

GIYEN HE FF CHOSSSFCTION NOTES OF XH EXPHWOPKS oN * POLLIH6 TFP BX)W . STX.5+000 + lo STX. 5t020 +3' + 1.5 ナ3 DE DL JTA PAS/W1DTH o4 tHE pexD rm do SIDE SLOPE 2,5:1 EUCK CH THE VOLUME of HE twd STA TIONS BY END-XEX Com p NETHO D BMECERLLO1 PMs moleXL coppECTION ot CU Com PUTE THE You UME of PMsmoIDXL c)

GIYEN HE FF CHOSSSFCTION NOTES OF XH EXPHWOPKS oN * POLLIH6 TFP BX)W . STX.5+000 + lo STX. 5t020 +3' + 1.5 ナ3 DE DL JTA PAS/W1DTH o4 tHE pexD rm do SIDE SLOPE 2,5:1 EUCK CH THE VOLUME of HE twd STA TIONS BY END-XEX Com p NETHO D BMECERLLO1 PMs moleXL coppECTION ot CU Com PUTE THE You UME of PMsmoIDXL c)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Q3) Ahom P = - nstagnation m = pQ Ah0 is obtained same as Q1 mAh static nstatic P Ahstatic: v² h₁ + h₂ + S V1=1, V₂ = √√V²₂2 +V²/2, u2 r2 A1₁ E = u₁Vu₁u₂V uz hand written plzz N/₁ 2 + E
A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 180 kN 15 kN/m A В C- D -5 m- -5 m- -4 m- El = constant E = 70 GPa %3D I = 2,340 (10°) mm4 %3D
ß=5 Find the support reactions, and draw M, N, V diagrams of the beam.
Draw the FDBs of member ADB and BEC.
A6P3 A6-P1) Solve thr closed traverse. Provide a given-required-solution format. Plot in a graph. Show your complete solution and use a handwritten calculation
Q Selve the fiven becm by sechen methol to calculete Yeachion forces and t DIaw shear force and Bending Membnt diagrams. 4OK SKft *-6-x6- 10 > 车
I need the answer as soon as possible
by vsing EI is COMAnt for all members Anal yze the trame given below by using stiftnn memrd Stiftnes metmod 1256 15 fr
(96 H.WE Draw S.fiD andd B.M.n for beam shown by graphial me thod? Ans/ Vome= 29.5 W 25 W /m Vime = Vnx = -25.5 W 12 W/m 1Smhinge 1-5m = 27.1 W.m 3m 1.5m 1.5m 2m 3m Monny = -51 W.m.