Find moment, reaction, shear and bending. Use units for all calculations. ( this is what I did but I think something is wrong ) BSANA85 KN51.25 KN-18,75 KNO-63,75KN A—-_-2m +2 m²-CRB 136/25 N-85 FNO-675-130-HO-27012mConcentrated ladon simple beam70 KN2mAb 2014T4436,25 novH45KN4m 2m +2m +amDTI45RBS143,753As85 KN2 m148175 KN2 jmAE8S ANVANMKNİmESTILOEMB=(-70 NX 2m) (-45 kN x 6 m) (+REX 8m) (-85 kN x 10 m) (85 kN x 2mREXBM = (70kN x 2m) C4SKNX (M) (85 kN x 10m 1(-85 kN x 2m)170 kN/mRE=140 KNIM + 270 kN/m + 850 kN/m²8mRE= 136,25 KNFy=0-85KN + RB-70 KN - 45 KN IRE-85 KN-OV128+-85 KN+RB-70KN-4SKN +136,25 kN-85 KN=0RB-85 KN 170KN 145 KN-136,25 KN + 85 KNRB = 148,75 KNTo checkF-136,25 KN +148 SAN= 285 KNF-8S KN-70 KN -45KN -85KN = -285 KN85 KN 136/25 AN=SI 25 KNA=-85 KW x 2 m =-170 ANIM51,25KN -70 KN=-18175kN Ab=51,25kN x 2m = 102, S KN/M-18,75 KN-4SKN = -63, AS KNAC--18/75 KNX 4 M = -75 KN/M--63,75 KN +14875 KN - 85 KN Ad=-63,75 KNX 2M = -1271S kN/mBS KN-8SAN FO-Ab- 85kN x2m = 170 kN/me--- 170 kN/m +102,5KN/M = -6715 kN/m-6715 kN/m - 75 Kutm = -142, SliN/m-142,9KN/m-127,511,5 kulm = 12000 kN/mC=0Nm + 170 kN/m = -100 11 Nim08Ag 85 kN70 kN2m|2m4 m45 KN85 kN2 m 2 m

Answered: Image /qna-images/answer/5460e125-2b07-46c0-b300-c2323f79335a.jpg

Answered: 85 kN 70 kN 2m|2m 4 m 45 kN 85 kN 2 m 2…

Engineering

Civil Engineering

85 kN 70 kN 2m|2m 4 m 45 kN 85 kN 2 m 2 m

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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