Determine the vertical reaction at A. Hinges at A and B are the same in elevation. 40kN 55kN (A) +50 KN B -50 KN +10 KN -10 KN None of the above 20m с 30kN B 10m 10m 10m 10m 15m .

Q: Determine the internal shear in kip at the distance 14 ft. from point A (it is the point between…

A:

Q: Determine the reaction at the support A (NA) of the compound beam. Assume there is a pin at C. 40 kN…

A: To find reaction at point A

Q: SITUATION. The suspended load exerts a force F-800lbs at A and bar OA weighs 300 lb. Assume that the…

A:

Q: y 30 15 kN-m 3 kN B A 1.4 kN -1.2 m- 1.8 m 1.8 m

A:

Q: Solve for the EIA using Area- Moment Method. 50 kN 60KN 3m to 2m EID @ pt. C dic 2.5m

A: Concentrated load acting at B=50 KN concentrated load acting at C =60 KN Length of beam =7.5 m

Q: 10 Kip 16 ft 8 ft 2.1 KLF 5 Kip 3. ( What are the reaction at the pin in the beam above.

A:

Q: Draw the influence line for member BC and interpret the diagram.

A: Solution: Considering the diagram of Truss: Applying a unit load at x from point A and find the…

Q: P-11 The 10-kg collar A and 20-kg collar B are held in place on the smooth bars by the 3-m cable…

A:

Q: a) Gate AB is pinned at point A and supported by a stop block at point B. If the depth of the gate,…

A:

Q: 2.), 15m 10m 20m Problem 2: Determine the Reactions @ the Support. q C 15KN 15 AN 15KN 1 @ 20m = 80m…

A: To determine: Support reactions

Q: S0 kN 40 kn/m lo kN/m

A:

Q: 5 kN 20 kN/m B. -211 3 m

A:

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

A:

Q: " 8-2 Construct the influence lines for FRA FOB, ME, FQE, FRC, FRD MF, FQF by using static (or…

A: Construct ILD for : FRA , FQB , ME, FQE , FRC, FRD, MF, FQF

Q: 5. 2 kN 0.8 m B -1 m- H -2 m- F -2 m- D 1 m 1.5 m E

A:

Q: 20 kN.m 2 kN/m A- CO 2m 4m 2m The point of contraflexure from point D is located at

A: point of contraflexure is a point where the curvature of the beam changes sign. It is sometimes…

Q: Windward Pressure = 10 kPa (normal) Leeward Pressure = 5 kPa (suction) Solve for the support…

A:

Q: Draw the influence line for member CD. F G H A 3 m E B -4 panels at 4 m = 16 m

A: To draw :- ILD for member CD

Q: Ah Av 60° hinge Block Center O of pulley D B 00 By rollers (B₁ = 0) W = 1,000 N (AC BD=1.00 m; CD =…

A: Given:AC=BD=1 mCD=2 mWeight of the block=1000 NSince, beam and pully are weightless.Therefore,We…

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: Determine the reaction at A and B. Support at A and B are pinned and C is pin-connected. 12.35 kN 15…

A: Consider the figure,

Q: 1O KNIM 60 KN 20 KNIM 48KN m A Fixed Pin/hirge 8 m 12 m C (Roller)

A: ∑MB=0 12×10×12×23×12 + 48 - RC×12 + 60×18 = 0 RC = 134 kN ∑V=0 RA+RC= 20×8 + 12×10×12 + 60 RA = 146…

Q: 3/15 Three cables are joined at the junction ring C. Deter- mine the tensions in cables AC and BC…

A: In the question 3 cables are joined at junction ring C. A cylindrical weight whose magnitude is…

Q: A B 1m 5m C 3m D 2m E

A: A simply supported beam overhanging on side is given.The beam is pinned as B and roller supported at…

Q: : Using unit load method find the rotations at C

A: ###Determination  of Rotations At C ###Using  Unit load method##

Q: d the

A: Draw free body diagram From the above figure At point C, tanθ=21θ=tan-12θ=63.435o

Q: Gate AB is semicircular and is held by force P at A. Determine the following: (a) A (m²), (b) h (m),…

A: Thank you for the question. As per honour code we have to answer first three subparts since exact…

Q: Analyze the structure below using cantilever beam method 25KN C 3m 50KNB H 4m 6m -8m- SOLVE the…

A: Given data in question  Frame Horizontal loading To find out  Centroidal distance from column ABC

Q: A 6 m B 200 kN/m D C 1200 kN.m 4 m 4 m- Input in the space provided the maximum bending moment in…

A:

Q: Problem Statement Based on Problem 5-47 from the textbook. Determine the reactions at the pin A and…

A: Reactions at A Tension in cord

Q: determine the reactions at pin connection at B

A: Answer  Let us draw free body diagram showing forces at B and C as shown below Separate the beam at…

Q: Draw: influence line for reaction at C influence like for moment at A A 1 B 3 Internal Hinge A D

A: Influence line diagram is defined as that it shows the values of the bending moment and the shear…

Q: V. Construct the influence lines for Fay. Mcof the following beam.(

A: For the influence line diagram for the vertical reaction at B, 1. the value at the other support is…

Q: 40 kN 10 kN-m 24 kN/m Gm 2m 2m RA

A:

Q: 3-75. Replace the loading acting on the beam by an equivalent resultant force and couple moment at…

A:

Q: F6-8. 20 kN/m ↓↓↓↓ 4 m F6-8 -2 m 20 kN C

A:

Q: Determine the external reaction at the roller support in kN. Select one: a. 280 b. 30 c. 310 d. 120

A:

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.