3) Determine the force in each member of the loaded truss. All triangles are 3-4-5. 24 kN 17 AN DOWN " 4 panels at m D

Q: 6-65. Determine the horizontal and vertical components of force that pins A and B exert on the…

A: Given : Determine the horizontal and vertical component of reaction at A and B ?

Q: Replace the loading on the frame by a single resultant force. Specify where its line of action…

A: Calculate x and y component of the force that acts on the frame:

Q: 18 kN 36 kN 36 kN 18 kN G F 13.5 kNH 6 m |B 6 m |C 6 m W 9- Given a statically indeterminate truss…

A: To find force in member BH and AH

Q: P. 4m C 4m D 4mE 4mF 4m G 4 mHAnh I Amtm. 32m

A: Truss is an axial force member structure means truss always resist the force by means of axial or…

Q: Cable EI is used to support the bascule bridge at E. The weight of the deck gives result to the…

A: First we will find all the reaction support. Then, we will apply section method by cutting the…

Q: Solve for truss using the method of joints

A: GIVEN DATA

Q: Identify the zero-force member in the truss shown 600N (a) CD (b) BE (c) BC (d) CE 2m 900 N 2m

A: Given data in question  Horizontal loading  Dimensions  To find out  Zero force member

Q: Q.8 P The fixed beam ABhas a hinge MA Cat mid span. A concentrated load Pis applied at C. Whar is…

A: To find the moment MA =

Q: I 1-3. The beam AB is fixed to the wall and has a uniform weight of 80 lb/ft. If the trolley…

A: The internal loadings acting at any cross-section is the :Shear force, VBending moment, M

Q: Q.18 The fixed beam ABhas a hinge MA Cat mid span. A concentrated load Pis applied at C. Whar is the…

A:

Q: F E 60 D 60° Af B. 6 m 6 m 6 m

A:

Q: From the given truss shown compute the force in member ED FD, and FC

A: Step 1: Step 2:

Q: Determine the force in member BE of the loaded truss

A: Compute the length:Using the sine rule:

Q: Find the forces (kN) on the members of the given truss. Determine also the magnitudes of the support…

A:

Q: From the given cantilever truss shown supported by hinged A and roller at B. culate the force at FG.…

A:

Q: Compute the degree of external , internal , total static indeterminacy for the structure

A: Given data : Number of member (m)=13Number of External support reaction (R)=2+1=3Number of Joint…

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: 8 - Determine the vertical reaction at support I of the given truss. 500 N 300 N 300 N 300 N 300 N…

A: Given data in question  Truss  Point inclined loads Angle Span member length  To find out  Reaction…

Q: 104 KN 15 KN- 104 KN 104 KN 30 KN- 3m 104 KN 104 KN 30 KN. B 104 KN 104 KN G C K 30 KN- 2m 2m 2m 2m…

A:

Q: F6-2. 9 kN 3 m Prob. F6-2

A:

Q: 3m 3m H. 3m 9m | 9m/ 9m 3m A -9m- 10 kN 10 kN 1. For the truss shown, Determine the Bar Forces AB,…

A:

Q: 2 m 3 m 40 kN 80 kN |2 ml 2 ml 2 ml 2 ml2 ml2 m| 2 ml2 m

A:

Q: 13- Obtain the maximum shear force at span C-D of the given frame. A and B are pinned. Assume that…

A:

Q: S0KN E 25kN 6m 30KN 6m An 5m | Ap By

A:

Q: Problem #1 Beam ABCD has an internal hinge at C and rollers at B and D. Draw the lokip necessary…

A:

Q: Determine the Force in Member CD of the simple truss shown. 9ft 12tt B 12ft E O a. 160lb,…

A:

Q: Replace the loading on the frame by a single resultant force. Specify where its line of action…

A: First, we draw the free body diagram:-

Q: Determine end moment for all member and reaction at the support, and then draw SFD and BMD for frame…

A: Given  A frame Required  End moment of all member,  sfd and bmd.

Q: The post below is supported by a pin at A and a weightless link BC post below, using the method of…

A: Given:Required:Magnitude of internal moment at D

Q: Replace the loading on the frame by a single resultant force. Specify where its line of action…

A: Assume leftward, upward and anticlockwise moment positive. Calculate the resultant horizontal force:

Q: B. Bepiace the system of forces and the momen act on the beam with a resultant force and moment at…

A:

Q: 4-9. Determine the internal normal force, shear force, and bending moment in the beam at point C.…

A:

Q: Determine the force in each member of the loaded truss. A 60° 45° C 15° W B

A:

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

A:

Q: Use the portal method and determine (approximately) the reactions at A, B, C, and D of the frame.

A: Dividing the base shear failure column: B=F1+2F2+2F1+2F1+F1 F1=8/6=1.33 kips

Q: Determine the force in each number of the truss, and state if the members are in tension or…

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Q: The beams AB and BC are supported by the cable that has a parabolic shape. Determine the tension in…

A: