Find out the reactions at all supports as well as the force transmitted through the hinges

Find out the reactions at all supports as well as the force transmitted through the hinges...
1) Determine the reactions at the supports for the structures shown. The support at A is a Roller and the support at B is a Pin. 2.0 k/ft M 10 k- 3.0 k/ft 12 ft 25 k- 25k-Pokift 15 ft B! 1 F20ft- 2) 2 3 k/ft A beam is supported at points A, C, and E, and is loaded as shown. The support at A is fixed. The supports at C and E are rollers. Hinge-B ce Dl Hinge...
Find the reactions at supports A and B. Hinges located in
sturcture
ao 1 2m 2m 41 HOKEN
Problem 2: Calculation of Support Reactions One frame of a single-story gable-roofed structure is shown below with distributed loads due to wind. The supports at A and E are fixed, and hinges are present at joints B, C, and D. Determine the support reactions at A and E considering the wind load shown 1.5 kip/ft 1.5 kip/ft 9 ft 12 ft 2.8 kip/ftB 1.5 kip/ft 12 ft -30 ft
Using the force method, Determine the reactions at
supports. EI is constant.
Determine the reactions at supports. El is constant. 500 lb/ft 3k 10 ft- SA 0 a 6.5 (10) 10 ft - 2.5 uz
Question 1 (a) Abeam has a fixed support at A and roller supports at D and E as shown in Fig. Q.la below. Internal hinges are also placed at B and C. (i) Determine all the reactions (ii) Draw the shear force diagram for the beam. (iii) Draw the bending moment diagram for the beam. (20%) (25%) (25° 60 kN/m 40 kN/m 20 kN/m 150 kN 100 kN.m Hinge Fig. Q.1a
For the beam shown, draw the reactions at supports A and B in
the positive direction, and also draw the shear and bending moment
in the positive direction on your FBD.
where w=23 kip/ft L=5 ft
find
w kip ft C A B L/3 ft L ft The shear equation across the beam. kip ENTER X 2 tries remaining. 1 point(s) possible The bending moment equation across the beam. kip.ft ENTER 3 tries remaining. 1 point(s) possible The internal shear...
Through the determine the reactions in the supports, elaborate the shear force and bending moment diagrams. Also, I evaluated the slope at B and the deflection at the midpoint of leg AB.
Please Include All Steps
Problem 2 Determine the reactions at the supports. A is a pin support, B is a roller 3 k/ft 3 k/ft 9 ft 9 ft 9 it
Find the force in member IC in the simply-supported truss below.
Identify any/all zero-force members in the truss.
1. Find the force in member IC in the simply-supported truss below. Identify any/all zero-force members in the truss. 3 kip 3 kip 2 kip 8 ft 1.5 kip 4 ft ID -10 ft _+__ 10 ft-+-- 10 ft-10 ft
A) please draw all FBDneeded to compute the reactions.
B) please compute the reaction forces at supports A and F and
internal hinge at C.
4.0 ft 6.0 ft 30 k-ft 2 k/ft hinge or pin 4.5 ft 8.0 ft 6 k 6 k/ft 4.5 ft 4.0 ft hinge or pin hinge or pin