Problem. 3: Determine the reaction forces of the beams A A 3 kN/m 10 m B 5m 6 kN a) B D 5m E 2.5 m 12 kN -5 m b) The 4-kN load is applied just to the right of the pin at D 4 kN --2m-3m-2m-3m- -5 m 6 kN/m D 3 m E F

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: 4-146. Replace the distributed loading by an equivalent resultant force and couple moment acting at…

A: According to given data the equivalent  force at A= 27 KNthe equivalent couple moment at A= 81…

Q: Determine the internal force in members: 1. BC 2. GF 3. FD

A: Force in members BC,FD,CF,GF

Q: Draw the influence line for shear force Vc. Enter the magnitude of your and G influence line when…

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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: Q10) Draw the influence line for the force in member GD, then determine the maximum force (tension…

A: Given  A uniform load of 3 KN/ m is acting on the bridge deck.

Q: Determine the internal bending moment acting at point C. A -24 kN-m 24 kN-m 36 kN-m O 48 kN-m 4 m 12…

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Q: The horizontal 10 m compound beam ACG is subjected to a vertical load at B, a triangular distributed…

A: RB=6KN ME=4.5KNm C is hinged or pinned here separate SFD and BMD diagram is drawn All maxima and…

Q: HW4: - The Inverted T section of a L-m simply supported beam has the properties shown in Fig. (4).…

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

A:

Q: e SFD and BMD for the following beam.

A: Given:- Beam To find:- SFD &BMD

Q: 20 kN.m 2 kN/m A- B C T 2m 2m 4m The shear just to the right of C is Select the correct response:

A:

Q: 6-91. The compound beam is pin supported at B and supported by rockers at A and C. There is a hinge…

A: Given : We have to determine the reaction at the support ?

Q: For the beam shown, determine the maximum postive bending moment at point B due to the series of…

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Q: 7 kN/m 7 k B -41

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Q: Refer to the shear diagram shown -5 kN 10 kN -10 kN -15 kN -1 ml-2 m-42 m- Which of the following…

A: Given Shear force diagram and it is asked to find maximum bending moment in the span.

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: For the given loads F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KN (Assume internal forces are in tension)…

A: Loads as F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KNSpan 4.8 mDepth 0.4 mTo find out Reactions Forces

Q: Will rate immediately. Need ASAP a. which of the ff gives the maximum shear in the beam? b. which of…

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Q: b. Determine the support reactions at A and B of the beam loaded as shown. 6kN/m 3m D 3m 4-5 kalm B…

A:

Q: 5. Determine the maximum live shear at C caused by the moving loads 80 KN 40kN 40kN 1m 2m 2m B 2m с…

A: Given data:

Q: F₁ A F₂ 1.0 m 2.0 m L₂ 4₁ A beam is supported by a pin connection at B and a roller support at D. An…

A: Given a overhanging beam with loading conditions. It is asked to find vertical reaction at B and D…

Q: Determine the shear at point B for the beam shown. 20 kN/m A Hinge 10 m 5 m 5 m Select the correct…

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Q: |-3 m-3 m– 1. The beam shown below is to be subjected to carry a 24 kN/m dead load, 27 kN/m live…

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Q: Find the maximum shear for the given beam below. 3K/ft 12K IGK 16K 2K/ft T to 8' 4' 4' 8' A) -12…

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Q: Draw the S.F.D and B.M.D for the girder in the system shown in Fig. (5).. 230 2m 60 kN/m 4 m 2 m →

A: The girder system is given, we need to draw Shear force and bending moment diagram

Q: Delermine maximum upward reaction at c and A if there is dO KN point load, as KN/m uniformiy…

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Q: The compound beam is pin supported at C and supported by a roller at A and B. There is a hinge (pin)…

A: Given:- A=8B=6C=8Y=29 To find:- Reactions at the supports Shear force at (A+4) ft left of C Shear…

Q: A unit load will pass in the simple beam shown. 1) The absolute reaction @ A and C when the unit…

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Q: F4-29. Replace the loading system by an equivalent resultant force and couple moment acting at point…

A: To find resultant and moment about point O

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

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Q: roller A 1m- 3m B Pin support

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Q: The beam is subjected to a uniform distributed live load of 5kN/m, a uniform distributed dead load…

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Q: 2 kN/m 1 m C N 52 kN 2 E

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Q: Determine the maximum reaction of B due to the concentrated load only. B. Determine the maximum…

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Q: Determine the maximum positive shear in the beam. (in kN) 100 kN Frictionless pin 55 kN/m 60 kN-m V.…

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Q: The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces…

A: The diagram is given below-

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.