12 kg/m 20 kg-m A 6 m 5 m Determine the maximum moment location for the above beam. A) 6.28 m from support C B) 3.28 m from Support B C) 3.28 m from support A D) 3 m from support B

Q: 230 N/m BO Chinged -13m 6m- -15m-

A:

Q: In a fixed beam two internal hinge are provided as shown in figure, the reactive moment A and B…

A: Given, A beam

Q: a)This system has _____ two-force members. b)This system has _____ multi-force members. c)This…

A: As the question has multiples parts, only the first three are being answered according to the…

Q: 1) Determine the reaction at pins A and D for the frame and distributed load shown

A: Given a frame with Uniformly varying load and it is asked to find reactions at pin support A and…

Q: 520 NA 230 N/m Chinged -13m 6m- BO -15m- 46 N O 6774 N D 3175 N 2450 N

A:

Q: Which of the force systems in (b) through (f) are equivalent to the force-couple system shown in…

A: We need to check where the resultant force and moment is similar to A

Q: Theory of Structures Third Stage H.W-1: Draw the influence for • Reaction RG and RF Shear VCD •…

A: Step 1: Reaction RGRG = 1x = 0 The graphical representation of the influence line for RG is shown in…

Q: Which of the following gives the reaction at B in the given beam? O 520 N/m 230 N/m BO Chinged -13m-…

A:

Q: 12 kN/m B C 3 m 6 m- Prob 7 65

A:

Q: Determine the reaction at the support A

A:

Q: The truss shown carries the following uniform live load and concentrated live load. F G 3 m B 3 @ 4…

A:

Q: -4: Determine the components the supporting cable BD and CD.

A:

Q: Solve the reactions of the supports by Double Integration 312kN/m ៩ 5m 156kN im 4m 117 (kN/m)

A: Given  A beam Required  Support reactions using double integration method

Q: 4. Determine the absolute maximum moment in the beam due to the loading shown. 30 kN 20 kN 10 kN 15…

A:

Q: need

A:

Q: Calculate the reaction on the beam if W1- 13 kN/m P= 10 kN M = 17 kN-m Counter clockwise x=6m y=2m…

A:

Q: (4000 mm²) D (5000 mm2) 3 m (5000 mm) B (4000 mm²) 4 m E = 200 GPa ember AD ember BC action at B…

A: There is two determinacy in the system  First is the External Indeterminacy and other is Internal…

Q: a) Draw the influence line for the bending moment at point C b) Determine the maximum positive and…

A: Given Data Point load (P) = 100 KN  UDL live load (wL) = 50 KN/m  UDL dead load (wd) = 20 KN/m…

Q: Calculate the reaction on the beam if W1= 13 kN/m P 10 kN M = 17 kN-m Counter clockwise x-6m y=2m…

A:

Q: Replace the loading by an equivalent resultant force and couple moment acting at point O.

A: The given figure can be divided into three parts as shown below.

Q: For the truss shown below draw the influence lines for Ay, Ey, FAH and FBC for a moving load between…

A:

Q: Determine the maximum negative moment in the beam shown

A: Support reaction:

Q: Solve the reactions of the supports by THREE MOMENT EQUATION 312kN/m Sm 156kN im 117 (kN/m)

A: Given data:

Q: Determine quantitatively the influence lines for Ay, ME and VẸ for the statically determine system…

A: Data given: Asked: Influence lines for Ay, ME and VE

Q: Determine the magnitude of the reaction acting at the support.

A: Given: A simply supported beam carrying a uniformly varying load (UVL). Magnitude of UVL at support…

Q: Problem 2: a) Draw the influence line for the bending moment at point C b) Determine the maximum…

A:

Q: rok

A: As per our guidelines we are supposed to answer only first question. Kindly repost other questions…

Q: 520 N/m 230 N/m Chinged 15m 6m BO 13m N

A:

Q: 15m 3m 2m B A 4m Em D 100KN

A:

Q: uence line for th

A:

Q: Determine the maximum positive moment in the beam. (in kN-m) 800 N/m 4.2 kN-m B A 2 m 3 m 2 m- - 2 m…

A:

Q: Solve for the support reactions at A ond 8 on the Boam 1 KN/m T2m+ -Lom-

A: Free Body Diagram of the given problem:

Q: 50 kN 50 kN B 20 kN/m D 1 m 4 m 1m

A:

Q: are In a fixed beam two internal hinge are provided as shown in figure, the reactive moment A and B…

A:

Q: 5 kN rn 15 kN.m 10 KN.m 20 kN m

A: