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

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

Structural Analysis
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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Find moment, reaction, shear and bending diagram. ( I tried to solve it but I think I’m doing something wrong )
85 kN 70 kN 2m|2m 4 m 45 KN 85 kN 2 m 2 m
Transcribed Image Text:85 kN 70 kN 2m|2m 4 m 45 KN 85 kN 2 m 2 m
BSAN A 85 KN 51.25 KN -18,75 KN O -63,75KN A —-_-2m +2 m²- C RB 136/25 N -85 FN O -675 -130 -HO -270 1 2m Concentrated ladon simple beam 70 KN 2m Ab 2014 T 4436,25 nov H 45KN 4m 2m +2m + am D TI 45 RBS 143,75 3 As 85 KN 2 m 148175 KN 2 jm AE 8S AN VAN M KNİm ESTILO EMB=(-70 NX 2m) (-45 kN x 6 m) (+REX 8m) (-85 kN x 10 m) (85 kN x 2m REXBM = (70kN x 2m) C4SKNX (M) (85 kN x 10m 1(-85 kN x 2m) 170 kN/m RE=140 KNIM + 270 kN/m + 850 kN/m² 8m RE= 136,25 KN Fy=0-85KN + RB-70 KN - 45 KN IRE-85 KN-O V 12 8 + -85 KN+RB-70KN-4SKN +136,25 kN-85 KN=0 RB-85 KN 170KN 145 KN-136,25 KN + 85 KN RB = 148,75 KN To check F-136,25 KN +148 SAN= 285 KN F-8S KN-70 KN -45KN -85KN = -285 KN 85 KN 136/25 AN=SI 25 KNA=-85 KW x 2 m =-170 ANIM 51,25KN -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/m BS KN-8SAN FO -Ab- 85kN x2m = 170 kN/m e --- 170 kN/m +102,5KN/M = -6715 kN/m -6715 kN/m - 75 Kutm = -142, SliN/m -142,9KN/m-127,51 1,5 kulm = 12000 kN/m C=0Nm + 170 kN/m = -100 11 Nim 08 Ag
Transcribed Image Text:BSAN A 85 KN 51.25 KN -18,75 KN O -63,75KN A —-_-2m +2 m²- C RB 136/25 N -85 FN O -675 -130 -HO -270 1 2m Concentrated ladon simple beam 70 KN 2m Ab 2014 T 4436,25 nov H 45KN 4m 2m +2m + am D TI 45 RBS 143,75 3 As 85 KN 2 m 148175 KN 2 jm AE 8S AN VAN M KNİm ESTILO EMB=(-70 NX 2m) (-45 kN x 6 m) (+REX 8m) (-85 kN x 10 m) (85 kN x 2m REXBM = (70kN x 2m) C4SKNX (M) (85 kN x 10m 1(-85 kN x 2m) 170 kN/m RE=140 KNIM + 270 kN/m + 850 kN/m² 8m RE= 136,25 KN Fy=0-85KN + RB-70 KN - 45 KN IRE-85 KN-O V 12 8 + -85 KN+RB-70KN-4SKN +136,25 kN-85 KN=0 RB-85 KN 170KN 145 KN-136,25 KN + 85 KN RB = 148,75 KN To check F-136,25 KN +148 SAN= 285 KN F-8S KN-70 KN -45KN -85KN = -285 KN 85 KN 136/25 AN=SI 25 KNA=-85 KW x 2 m =-170 ANIM 51,25KN -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/m BS KN-8SAN FO -Ab- 85kN x2m = 170 kN/m e --- 170 kN/m +102,5KN/M = -6715 kN/m -6715 kN/m - 75 Kutm = -142, SliN/m -142,9KN/m-127,51 1,5 kulm = 12000 kN/m C=0Nm + 170 kN/m = -100 11 Nim 08 Ag
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