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Calculate the reactions at each support. Draw the shear, moment, elastic curve and axial force diagram.

Calculate the reactions at each support. Draw the shear, moment, elastic curve and axial force diagram.

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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Pls continue solving in finding the internal reactions. Calculate the reactions at each support. Draw the shear, moment, elastic curve and axial force diagram. ps. Pls write it on a paper and use pythagorean theorem

3.) Fixed at A, Hinge at E, Internal Hinge at B.D.F. 2 GOIN 4.0m <- Ax 8.0m Subst. → Σ ΜΕ ΤΟ G Ay (10) + MA-25 (5) + 15(s) = 0 Ay (10) + MA = 50 MA= 50-10 Ay → RIOM - 4 Ay +50=0 Ay = 12.5 kN @ba - 0 MA= -15 MA- 75 KN.M @ 0 MA = 50-10AY MA= 50-10(12.5) 25 kN ↓c 3 Ay+ 4Ax + (50-10 Ay)-D 3 Ay - 10 Ay +4 Ax +50=0 - TAY + 4 Ax +50=0 (20) Subst → 7 Ay + 4 Ax + (50-10Ay) - 50 7Ay-10Ay +4Ax +50=50 - 3 Ay + 4 Ax = 0→Ba @2a-3a - TAY SAX50=0 - 3 Ay+9Ax=0 -3 Ay+ 4AX=0 -3(12.6) + 4 Ax=0 Ax=9,315 kN 2.0m D₂ 3.0m t 10kN/m TEX Fy 3.0m @ AB Ay MA @ A B C D -Ax AAX Ay 15 KN Ja 2.0m B, 4 Bx Toy 25kN C ΣMB=0 C²³ + Ay (3) + Ax(4) +MA-O 3Ay +4 Ax +MA-0-6 -DX P↑ Dy ZMp=0 C² + Ay(1) + Ax(4) + MA-25 (2)=0 7 Ay + 4AX + MA= 50 -13
Transcribed Image Text:3.) Fixed at A, Hinge at E, Internal Hinge at B.D.F. 2 GOIN 4.0m <- Ax 8.0m Subst. → Σ ΜΕ ΤΟ G Ay (10) + MA-25 (5) + 15(s) = 0 Ay (10) + MA = 50 MA= 50-10 Ay → RIOM - 4 Ay +50=0 Ay = 12.5 kN @ba - 0 MA= -15 MA- 75 KN.M @ 0 MA = 50-10AY MA= 50-10(12.5) 25 kN ↓c 3 Ay+ 4Ax + (50-10 Ay)-D 3 Ay - 10 Ay +4 Ax +50=0 - TAY + 4 Ax +50=0 (20) Subst → 7 Ay + 4 Ax + (50-10Ay) - 50 7Ay-10Ay +4Ax +50=50 - 3 Ay + 4 Ax = 0→Ba @2a-3a - TAY SAX50=0 - 3 Ay+9Ax=0 -3 Ay+ 4AX=0 -3(12.6) + 4 Ax=0 Ax=9,315 kN 2.0m D₂ 3.0m t 10kN/m TEX Fy 3.0m @ AB Ay MA @ A B C D -Ax AAX Ay 15 KN Ja 2.0m B, 4 Bx Toy 25kN C ΣMB=0 C²³ + Ay (3) + Ax(4) +MA-O 3Ay +4 Ax +MA-0-6 -DX P↑ Dy ZMp=0 C² + Ay(1) + Ax(4) + MA-25 (2)=0 7 Ay + 4AX + MA= 50 -13
25 KN AM 2.0m A Y 3.0m B 2.0m 3. ● Fixed at A, Hinge at E, Internal Hinge at B, D and F 10 KN/m E 15 KN 3.0m 3.0m 2.0m G
Transcribed Image Text:25 KN AM 2.0m A Y 3.0m B 2.0m 3. ● Fixed at A, Hinge at E, Internal Hinge at B, D and F 10 KN/m E 15 KN 3.0m 3.0m 2.0m G
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