For the beam shown, what are the support reaction forces? Please report in units of kip in 2 sig figs.


1. A beam is in equilibrium when it is stationary relative to an inertial reference frame. The following conditions are satisfied when a beam, acted upon by a system of forces and moments, is in equilibrium. ΣFx = 0: HB = 0 ΣMA = 0: The sum of the moments about the roller support at the point A: P1*5 + M1 - P2*3 + RB*6 = 0 ΣMB = 0: The sum of the moments about the pin support at the point B: P1*11 + M1 - RA*6 + P2*3 = 0 2. Calculate reaction of pin support at the point B: RB = ( - P1*5 - M1 + P2*3) / 6 = ( - 4*5 - 23 + 9*3) / 6 = -2.67 (kipf) 3. Calculate reaction of roller support at the point A: RA = ( P1*11 + M1 + P2*3) / 6 = ( 4*11 + 23 + 9*3) / 6 = 15.67 (kipf) 4. Solve this system of equations: HB = 0 (kipf) 5. The sum of the forces about the Oy axis is zero: ΣFy = 0: - P1 + RA - P2 - RB = - 4 + 15.67*1 - 9 - 2.67*1 = 0
For the beam shown, what are the support reaction forces? Please report in units of kip...
The simply support beam below is loaded as shown. O = 45° 75 kip 30 kip/ft 500 kip-ft me 1 ft 3 ft 1.5 ft 2.5 ft 2.5ft The exact value of the normal force (N), shear force (V), and bending moment (M) at a distance of x=7 feet. Be sure to indicate both magnitude and direction with arrows. (a) FBD and support reactions (b) FBD to find internal forces (c) Calculate N, V, and M at 7 feet
The simply support beam below is loaded as shown. = 45 75 kip 30 kip/ft 500 kip-ft mo 1 ft 3 ft 1.5 ft 2.5 ft 2.5ft The exact value of the normal force (N), shear force (V), and bending moment (M) at a distance of x=7 feet. Be sure to indicate both magnitude and direction with arrows. (a) FBD and support reactions (b) FBD to find internal forces (c) Calculate N, V, and M at 7 feet
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
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
5. For the truss shown below, what are the reaction supports at the pin support A, and the roller support D? Determine the forces in all of the members and state whether they are in compression or tension or zero-force members. (20 pts.) 3 3 ft 3 ft 3 ft + F 8 kip 5 ft B с 5 kip
5. For the truss shown below, what are the reaction supports at the pin support A, and the roller support D? Determine the forces in all of the members and state whether they are in compression or tension or zero-force members. (20 pts.) 3 ft 3 ft 3 ft F E 8 kip 5 ft B CI 5 kip
5. For the truss shown below, what are the reaction supports at the pin support A, and the roller support D? Determine the forces in all of the members and state whether they are in compression or tension or zero-force members. (20 pts.) 3 ft 3 ft 3 ft + F E 8 kip 5 ft B с 5 kip
5. For the truss shown below, what are the reaction supports at the pin support A, and the roller support D? Determine the forces in all of the members and state whether they are in compression or tension or zero-force members. (20 pts.) 3 ft 3 ft 3 ft F E 8 kip 5 ft B 5 kip
The beam is subject to the two shear forces V1 = 6 kip and V2 3 kip. A 6 in. B 1 ft 1 ft 3 in. Part A Determine the absolute maximum shear stress in the beam. Express your answer to three significant figures and include appropriate units. MA ? Tabs = Value psi max Submit Previous Answers Request Answer X Incorrect; Try Again; 4 attempts remaining
Solve for reaction forces
. Simply Supported beam with an extra roller support. Material: Aluminum Alloy 6061 T6 1.5 in. 1.0 in. 300 lb 50 lb/ft 2.5 ft. 5 ft. 5 ft.