SAMPLE PROBLEM NO. 5 Find the valuDouble at the position midway between the supports. integration Area moment Conjugate Superposition B W = 88 kN/m 2m D 7m 1m

Theory of StructuresPLEASE PROVIDE COMPLETE SOLUTIONNEED ASAP THANKS

STRUCTURAL THEORY   USE THREE MOMENT EQUATION METHOD

Dvestion 2: For the u sing beam shown determine the slope point c and des techon at MomenH Aria Metho d. 100 KN. m 25 KN/m 1SOKN EI > constant E = 200 Gpa 4m 4m 202 L10*) mm4 CS Scanned with CamScanner

The midspan deflection of a simply supported beam carrying a uniformly distributed load of w N/m over the right half of the beam L meters long is Oa. 5w14 midsupport 768EI Oc. Ilwl4 midsupport 384EI Ilwl4 Od. Y midsupport 768EI

ByusingAreaMomentMethod, Determinethedeflection 3mtotheleftofrollersupport. 30 kN/m 55 kN B A 9 m +3m- El = constant E = 200 GPa I = 830 x 106 mm (a) Real Beam

(a) Determine the deflection of at D by either the moment area method or the conjugate beam method. (b) Compute the deflection at A by the virtual method.

Ex. Calculate SF and BM at C. 40 b10 с 10kN/m 60 80 B

M3SW 3 An Aluminum shaft with a constant diameter of 50 mm is loaded by torques attached to it as shown. Using 6- 28 Gpa, detemine the app lied to gear to geore re lative angle of twist of gear D relative to gear A. I150 N-m G5ON-M 950 -m 3m

Separation of Variables