determine the reaction at the support for the structure shown?
QUESTION 11 Consider the structure and loading shown then determine the value of vertical reaction at support A? Enter the answer to an accuracy of 0.1% in kN. Given: W-98 kN/m L-8 m
Question 1 (a) For the structure shown, determine the reactions at the support first, then sketch bending moment diagrams for both vertical and horizontal portions of the structure. 2KN z kN 0 KN I m 2 m osm Figure la
Mo For the beam and loading shown, determine the reaction at the roller support
For the crane assembly shown, determine the reaction forces at the fixed support A and the pin at C.
Determine the magnitude and direction of all support reactions for the pin-jointed structure shown below. Ax=? Ay=? Dx=? Dy=? Md=? 450 b T B 3h C 8 ft 4h 4h D
For the beam shown, determine the reaction at the roller support when Wo 10 kips/ft. (Round the final answer to two decimal places.) wWo(/L A В L 12 ft The reaction at the roller support is kips f
For the beam and loading shown, determine the vertical reaction at the support located at A. The distributed load w = 10kN/m, and the beam W 310 x 52 has a moment of inertia Ix = 119 x 106 mm4 and modulus of elasticity E = 200 GPa ЕВ с 2 m- 4 m
Determine the reaction at support B in units of kips. Determine the reaction at support B in units of kips. 5k/ft 6ft- 12 ft G -6ft-
Determine the reaction at support A and B. Support A is pin while support B is roller. 6 KN 6 kN 12 N-m 12 kN.m T-2m_2m Determine the reaction at support C. Support C is fixed. W=8kN W-BN
The shown vertical steel column is used to support a structure. Assume the column to be fixed at its top and pinned at its bottom. A 15 kN load is applied at an eccentric distance of 250 mm as shown. determine the maximum stress in the column. E=210 GPa, Yield stress =250 MPa. A=4960 mm2 d=363 mm Ixx=102(106) mm4