Find the internal force of PM and RP using methods of section. 12. Find PM1.2 kN1 kN1.04 kN 1 kN1.24 kN1.04 kN1.24 kN|0.6 kN0.6 kN1.75 m2.87 mD4.80 mBp 3.68 mAC EHKM3.84 m3.6 m3.84 m2.4 m 3.6 m 3.6 m 2.4 m3.6 m13. Find RP2.21 m→|+1.60 m→|- 2.21 m→B.Ft0,60 mt0.60 m20°CE20°1.20 m1.2 kN1.2 kNHL10.60 mf0.60 m20°- 20°1.20 m2.97 m1.2 kNN1.2 kNMPt0.60 m10.60 m20°R-20°2.21 m1.2 kN1.2 kN

Moment at A – 0 Ro(26.88) – 0.6(26.88) -1.24(23.28) – 1.04(19.44) – 1(17.04) -1.2(13.44) – 1(9.84) –…

12. Find PM 1.2 kN 1.04 kN ! kN 1.24 kN 1 kN 1.04 kN 1.24 kN |0.6 kN 0.6 kN 1.75 m N 2.87 m D 4.80 m B 3.68 m P A C E H K M 3.84 m 3.6 m 3.84 m 2.4 m 3.6 m 3.6 m 2.4 m 3.6 m 13. Find RP 2.21 m-|<1.60 m→|- 2.21 m→ B F t0,60 m t0.60 m 20° C E 20° 1.20 m 1.2 kN 1.2 kN L 10.60 m f0.60 m 20° - 20° 1.20 m 2.97 m 1.2 kN N 1.2 kN M P t0.60 m 10.60 m 20° R 20 2.21 m 1.2 kN 1.2 kN

12. Find PM 1.2 kN 1.04 kN ! kN 1.24 kN 1 kN 1.04 kN 1.24 kN |0.6 kN 0.6 kN 1.75 m N 2.87 m D 4.80 m B 3.68 m P A C E H K M 3.84 m 3.6 m 3.84 m 2.4 m 3.6 m 3.6 m 2.4 m 3.6 m 13. Find RP 2.21 m-|<1.60 m→|- 2.21 m→ B F t0,60 m t0.60 m 20° C E 20° 1.20 m 1.2 kN 1.2 kN L 10.60 m f0.60 m 20° - 20° 1.20 m 2.97 m 1.2 kN N 1.2 kN M P t0.60 m 10.60 m 20° R 20 2.21 m 1.2 kN 1.2 kN

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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