500 N -2 m 1 m 1 m- 100 N/m A.

Q: EXERCISE 1) 2 kv.m G- -TO 1.0m 2m T.C. 3m 15 kN/m

A: Given data:

Q: Create a moment diagram given the FBD and shear diagram (pictured)

A: Draw the bending moment diagram of the given FBD and Shear force diagram.

Q: 1. The driver of a vehicle traveling at 80 kph up a grade requires 9 m less to stop after he applies…

A:

Q: Given the simply supported beam below, and using the method of sections: 18 A t 1.5m C! 1.5m 1.5m KN…

A: Given:Required:Internal normal force at point D

Q: 5. Calculate the magnitude and location of the total force on this vertical plane area. Water 4'

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Q: Q2-for the Structure shown, Draw the bending moment and 10m shearing force Diagrams: 5 kN/m +2m+

A: Step 1: Step 2: Step 3: Step 4:

Q: 2) 10 kN/m 3m Im I.c. 3.0m 8 kN/m 4

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Q: Q6: Find the stresses on the plane 45 degree shown in and draw Mohr circle and locate OP 120 kPa 45°…

A: step 1-

Q: 2D Moment Calculate the Moment about point A caused by the three forces below. Force A = 287 lbs, B…

A: Free Body Diagram of the given problem:

Q: 1) Express the shear and moment functions in terms of x, and then draw the shear and moment diagrams…

A: Given Data:Span L=3mPoint Load = 9kNTo find shear and moment functions in terms of X.

Q: Find the tension in the cable T and the compression C in the support sign below: t 41⁰ 38⁰ 1632

A: A frame is given we need to find out the T and C in cables.

Q: -4 kN/m h = 8 m HA A B HB VA 36 m

A: h=8m W=4kN/m

Q: 5 k 10' 10' 10 k 10' B

A: A beam is given as shown in the figure above and it has been asked in the question to draw SFD and…

Q: In the figure (a) shown, fluid A is alcohol with SG = 0.79, fluid B is mercury, z = 450 mm, y = 900…

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Q: 4. 4 kN/m 3 kN Arfin 6 kNm 3 m 3 m 2 m

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Q: How to draw a complete shear and moment diagram for this equation

A: Drawing of complete bending moment diagram and shear force diagrame ###

Q: Draw qualitative bending moment diagrams on both tension and compression side of the beams shown…

A: To draw:Qualitative bending moment diagrams on both tension and compression side of the beams shown…

Q: Explain comprehensively when is it allowable to use static lateral force procedure

A: Static lateral force procedure is used to develop and distribute equivalent static lateral loads on…

Q: A 4 2 m 1 kN/m 4.5 m (b) B 3 m

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Q: 4 kip/ft 6 kip 3 kip 2.5 ft 5 ft - A 8 ft 4.5 ft

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Q: What are the left and right reactions for this beam?

A: Find reactions of beam :

Q: 18m A 9m 7.50m B VP 166N Compute for P If CABLE BC is Horizon tal 6m

A: Compute for P If CABLE BC is Horizontal

Q: 5'-0" 10 kips (a) 5'-0"

A:

Q: Construct the Moment Diagrams by the Method of superposition?

A: Concept: The superposition method is the most used method for drawing the moment diagram. In this…

Q: Determine the magnitude and location of the resultant of the force systems shown

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Q: 10 KN 8m shear and moment equations diagram

A: Given Liad 10 kN/mSpan 8 mTo find out SFD & BMD

Q: Q2/ By summation area method draw axial force, shear force and bending moment diagram A 12 kN.m 2 M-…

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Q: Deternine the internal normal force, shear force, and bending pment at point D. 18 kN/n 4n 20 kN 3n

A: To find internal forces at point D

Q: Complete shear and moments diagrams with calculations please

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Q: Draw Shear & momen- diagram for the bean Im

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Q: t any points in tl nent diagrams.

A: CONSIDER BEAM DE

Q: A 14 k ņ 8' B 8' 6' 6 k/ft C

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Q: lines NUMERICAL Design Example | PE a... T dropbox.com 10 kN Monday0410.pdf P5.22. Draw the shear…

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Q: Determine the magnitude and direction of the resultant force systems

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Q: 3. Shear and Moment Diagram:

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Q: Find reaction, moment, shear and bending moment area, please

A: Answer  Calculation of Reactions Let us name left support 'A 'and right support 'B' To get 'RA'…

Q: Given the overhang beam below, and using the method of sections: A 3m TA 6KM-MIE B t 1.5m 1.5m 5KN…

A: An overhanging beam is given, with a hinge at the left end and supported on a roller at 3m from the…

Q: Draw Shear force and bending moment diagram Gotw GokN 20toulm 2ojaulm 2m 2m 2m

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Q: 135 KN |10 KN A B 2m +

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Q: Given the simply supported beam below, and using the method of sections: m 1.5m 1.5m * 1.5m * KN…

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