5- What is the moment value (kNm) at support A? 20 kN A A 3m 1,5 m a) 15 b) None of them d) 30 Bos birak

Q: H.W. 2: Analyze the compound beam shown below with internal hinge at E and F. a. Check stability and…

A:

Q: Using the Portal Method, determine the Moment Reaction at point B of the given Frame. Answer should…

A: Given data:

Q: For the frame shown, the distributed loading is applied at EFGH. All the vertical members (AE, IE,…

A:

Q: Determine the magnitude of the moment of the force F = {50i - 26 j - 80k} N about the base line BC…

A: Given : F = { 50i - 26j - 80k} N Determine the magnitude of moment of force F ?

Q: Draw the moment diagram by

A:

Q: 10 What is the shear force value (kN) at support B? 5 kN/m A 4m 平 子

A: The FBD of the given beam is shown below: Taking equilibrium conditions: ∑fy=0VA+VB=20 Taking…

Q: (Two body system) Find the reactions of the supports and the pressure in the hinge gived. q A 3 bata…

A:

Q: A 550 mm B 300 mm 300 mm 300 mm 5 kN. 50 kN

A:

Q: What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C: 20 kN/m 60…

A: Given data in question  Span member length  UDL Point load To find out  Fixed end moment in AB

Q: Determine the reactions for the beam shown if the vertical deflection at support B is zero. 100 kN…

A: Take support B as redundant:δ1=deflection due to udl at B δ1=wx24EIl3-2lx2+x3…

Q: 3 Detemhe the slope at b and the displacoment et pont E for the beam Om lam lom +

A: One another support at B is missing  After considering hinge support at B

Q: The force in member AC Is 10 kN 30 kN C B, 4 m E 40 KN 4m 3 m. 3 m.

A: Consider the figure, Here, T is the tension and C is the compression.

Q: Refer to the structure below and carry out the following tasks: 30kN 40kN UDL = 15KN/m 1m 4m 3m A B…

A: As per our company guidelines we are supposed to answer only first 3 sub-parts. Kindly repost other…

Q: What is the location of the Maximum moment from A in meters. Given: w = 12, a 2, b = 5, and c 2. w…

A:

Q: Q1) Compute the vertical displacement of point D for the frame shown below. 30 kN 40 kN/m Hinge 10…

A:

Q: F6-6. 10 kN/m IT 3 m IC F6-6 3 m 10 kN/m B

A:

Q: Determine the reaction at support B for the simple beam shown. A 13 ft O a. 48kips O b.76kips O c.…

A: Given data:

Q: 3/59 The vertical mast supports the 4-KN force and is constrained by the two fixed cables BC and BD…

A: Given data

Q: 10 kN/m 50 kN

A: Draw free body diagram

Q: and Reactions at Supports by Moment Distribution Method. 10 KN EI M AB = kN.m * 4.89 5.133 6.566 لا…

A:

Q: 2P SP w = 90 kN/m A Given: P- 350 kN a= 1 m b= 2m moment roller support = -2000 kN-M Find:. Draw the…

A: Roller supports are allowed to spin and translate along the surface of the roller. The surface might…

Q: How do I calculate the normal force, the shearforce and the moment in E

A:

Q: The frame shown in Figure is supported by a hinge at E and a roller at D. Compute the horizontal and…

A: Given,  Load at AB at a distance 2m from left= 24kN

Q: For the frame shown, the distributed loading is applied at EFGH. All the vertical members (AE, IE,…

A:

Q: р F1 20 KN G зоки FIT C 4m B i Bm | 3m tom + BM Sowe forces in each number indicate If Tor C.

A:

Q: 100 kN Find the horizontal base reactions for the portal frame shown, when the vertical bars have A…

A:

Q: COMPUTE THECHEAR AND BEHDINe CTRECCE (TOP 4 EOTTOM)N ME BEAM THAT K LOPDEP AND AAS CROSVEGTIONL PRO…

A:

Q: sing Area Moment Method, Determine the deflection 3mto the left of roller support.

A:

Q: Calculate the force when the hanging mass is 30g Select one: O a. None of these answers O b. 0.294N…

A: Covert given mass from Grams to Kg.   30 grams = 30x10-3kg= 0.03kg   See below tabs for Ans

Q: 10 KN. 30 kN Im 5m Im

A:

Q: What is the location of the Maximum moment from A in meters. Given: w1 = 42, w2 = %3D %3D 13, a 2, b…

A:

Q: 2. Find the moment at the supports of the continuous beam shown. Make at least eight balances. Use…

A: To find the Moments at the supports suing Moment Distribution Method

Q: PROBLEM: Determine the reactions and included moments on the following beams. Provide complete…

A:

Q: Problem li. A beam shown in Fiqure 1 is sutjected to loads as shown. 38 IN/m 59 N 120 AN.m 68 AN…

A: Resultant is given byRy=∑ FyRx=∑ Fx=0

Q: 400 N B 4 m D. 600 N -3 m 3 m

A:

Q: This problem is about replacing the loading system acting on the beam shown below by a resultant…

A: Objective: To replace the given force system with a resultant force and couple moment acting at…

Q: In the frame as shown in the figure. 152 300 0240 3m 375 4m B 30kN/m 40KN 1.2m 1 Calculate the…

A:

Q: An 8m beam is support at the left end by a hinge and a roller óm from the the hinge. The beam…

A: Calculate maximum negative moment

Q: 750 N 300 N/m 600 N/m 550 N-ml B -2 m- -1 m-1 m- -2 m

A:

Q: For the frame shown, the distributed loading is applied at EFGH. All the vertical members (AE, IE,…

A:

Q: What is the location of the Maximum moment from A in meters. Given: w 18, a 1, 6 5, a and c 1. w…

A:

Q: Draw influence line for the each support reaction and shear and moment at point E? (Write equation)

A:

Q: 600 mm B 200 mm QA A Same capacity 4HD25 600 mm 600 mm 200 mm B 4HD25 100 mm

A: From the above two cases, which has larger positive moment capacity?

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.