Determine the reaction at support B in units of kips.
Determine the reaction at support B in units of kips. Determine the reaction at support B...
Determine the magnitude of the reaction at the roller support (in kips) and the magnitude of the fixed end moment (kip-ft). P = 5 kips, a = 3 ft, and L = 7 ft.
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
2.5 kips/ft 15 kips PROBLEM 5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a of the shear (b) of the bending moment. ft 3ft 6ft
For the beam shown, what are the support reaction forces? Please report in units of kip in 2 sig figs. Question 2 1/ 3 pts 4 kip 9 kip M-23 kip ft 9 in 5 ft 3 ft 3ft 2ft 6 in For the beam above, what are the support reaction forces? Please report your answers in the units of kips' and to 2 significant digits Y-direction for roller? 1 X-direction for the pinned support (triangle)0 Y-direction for the pinned...
determine reaction forces at support A and roller support b find the moment diagram For the beam blows force method and By as redundant force. Assume P-10 kips and I-20 1. Р B ZA PY
If the upward reaction forces at A and C are 12 kips and 1 kip, respectively, what is most nearly the maximum positive moment in span BC? 2 kips/ft 10 kips А B 15 ft 5 ft 5 ft O (A) 5 A-kips O (B) 7 ft-kips O (C) 9 ft-kips ho O (D) 11 ft-kips
work from #1 Problem 3 (26 points). Use the Direct Displacement Method to compute all support reactions for the structure in Figure 2. Note that this structure is identical to that in Figure 1 except that A is a pinned support rather than a roller. You may make use of any computations from Problem 1 that are useful without redoing them! El is constant. 6 ft 6 ft 6ft 20 kips 14kips 8 kips B Figure 2 2 kips/ft 12ft....
Draw free body diagrams and determine all support reactions (magnitude, units, and direction) and force in cable CB. For RISA-2D, consider the cable as a member but release both ends. 2 k/ft8 kips 10 ft 6 ft 4 ft
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
bh 6.0 kips 1 12 1. Determine the shear stress at point H on the cross-section. A. 35.3 psi 3 in. B. 40.0 psi x H C. 26.7 psi D. 32.0 psi E. None of the above 7 ft 7 ft 15 in. 3.00 kips 3.00 kips 3.00 3.00 6 in. V Units: kips -3.00 21.00 -3.00 2. Determine the maximum normal stress at the bottom of the beam. A. 1.82 ksi B. 1.12 ksi C. 1.44 ksi D. 1.02...