3 k/ft 2 k/ft A B -9 ft- -15 ft- 6 ft-

73% 3) The truss shown below in Fig 4.3 is in static equilibrium. Determine the support forces at A and C for this condition. +y 250lb -500lb 10' +x E -250lb 10'- 5'- Fig 4.3 FREE BODY DIAGRAM 250lb C -500lb 10 -250lb 10 tv A Aa W

Find moment, reaction, shear and bending diagram. ( I tried to solve it but I think I’m doing something wrong )

GIVEN: Cantilever beam, loading and T cross-section 120 kN 24 mm Yoomm ref. avis. + 240 mm- 40 mm REQ'D: A) Vn a) Vm=+120 KN b) Va-120 kN c) Va+288 kN d) Vm =-288 kN B) Ma а) М.а+120 KN-m b) Ma --120 kN-m c) Maas+288 kN-m d) Maas =-288 kN-m C) Centroid location, F (measure from bottom) a) 110 mm b) 130 mm c) 220 mm d) 305 mm D) Moment of inertia about the neutral axis, INA а) 129 х 10% пm* b) 285 x 10 m c) 517 x 10 m d) 362 x10* m E) Calculate the maximum compressive bending stress. Where does it occur in the beam depth? A. bottom B. top C. NA D. top & bottom

A Cantilever Beam shown below has a difference with its Flexural Rigidity determine the Maximum Deflection of the beam and the slope at point B. Note use Are Moment Method 샤 21 L/3- -2L/3- B

1. CALCLULATE THE FEM OF THE FOLLOWING USING THREE MOMENT EQUATION. B -L/2- -L/2-

Please provide FDB if neccessary. Complete solution pleaseee <3.

, For the beam shown in Figure P-1, use reaction YB as redundant support and use consistent detormation method to find the reactions, YA, MA, and YB. Then draw shear and moment diagrams. El = constant.