Determine the Maximum absolute shear from the shear diagram. Attach here the shear diagram and computation. 20 kips 12 kips 1.5 kips/ft ... A E В D 8 ft →10 ft- 8 ft→ 6 ft A 18 kips B) 14 kips c) 2 kips 48 kips

Q: G4/Draw shear and bending moment diagram as shown in figure. by graphical method. 132.5KN 122.5KN.m…

A: Given data :- FBD of given beam :-

Q: 3.981 kN 12.002 kN 1.960 m C 5.013 m A 5.013 m D 1.960 m E -3.981 kN ww -12.002 kN

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Q: Draw the shear and moment diagrams for the beam shown in figure below. Write down the name of this…

A: This type of problems are solved by using the separation technique, the above figure is divided into…

Q: x 360 mm rectangular beam as shown in the figure. 100 kN/m 20 50 kN/m 1.5 m 5 m ne maximum value of…

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Q: PB= 30 kN 4 m 3 m 3 m E A B D Cp= 40 kN • m

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Q: PROBLEM For the beam loaded as shown, do the following 1. Determine the values of shear and moment…

A: NOTE : Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: ipe. use mohr's circle

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Q: Analyze by force method. Draw moment, shear and axial force diagrams.

A: Force Method (Flexibility Method): Consider the free body diagram of the given frame as shown below.…

Q: 3 KNm 3m uの NUMBER 1 FIGURE 7 Im

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Q: 69 KN/m 41 KN В C D А L= 1.5 m L= 2.2 m L= 3.6 m RD RB

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Q: CALCULATE MAXIMUM BENDING AND SHEARING STRESS IN THE BEAM.

A: Given Data  Find maximum bending stress and shear stress in beam.

Q: 150. kN.m 25. kN/m C B 1m lm 4m R1 R2 FIGURE B

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Q: 100 kN - m 150 kN 25 kN/m B 4 m -4 m 2 m' 2m

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Q: 1. Draw the Shear and Moment diagrams and determine the maximum shear and maximum Moment. A 7KN-M 20…

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Q: moment

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Q: ots Date No. •CONSIDER THE SIMPLY -SUPPORTED DVER HANG BEAM SHOWN. THERE IS A PIN SUPPORT AT A. A…

A: Given beam is simply supported with overhang at end.The length of span,  =10mThe magnitude of…

Q: Hal/m izkN t 4m + 8m tumium+ Tallm 8m है +

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Q: W=20kN/m -2m -1.5m. 100kN -0.5m B CROSS SECTION OF BEAM AB 30mm 30mm CALCULATE MAXIMUM BENDING AND…

A: Given data:

Q: 20 kips 12 kips 1.5 kip В D 8 ft 10 ft→ 8 ft 6 ft 3 kips 4 kips kips

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Q: 1.W.1/The cantilever beam in Figure below has a rectangular cross section with dimension 20…

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Q: Derive the shear and moment equations 200 N In 1000 N/m 60 N.m 0.2|0.2 0.6 m 0.2

A: Derive shear and moment equations

Q: Assuming that the beam has the cross section shown: 1.) Draw shear and moment diagrams using area…

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Q: Q4 - For the beam and loading shown, determine the horizontal shearing stress at points a and b. 180…

A: Step 1:

Q: Dont round off initial values, only round off in final answer ty. Include: Shear and moment…

A: Shear and moment diagram Maximum Shear The location of zero shear/ maximum moment

Q: 69 KN/m 41 KN B C D А L= 1.5 m L= 2.2 m L= 3.6 m RD RB

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Q: (+) The hollow shaft used in the system has the following conditions: В Outer Ø: 110 mm Ø Allowable…

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Q: 17. Draw the shear and moment diagram show your solution. 60KN/m 30 KN/m 40KN 2m 1m 3m

A: A loaded beam is given in the question and it has been asked to determine shear force and Ben moment…

Q: F:400N P:450 N Find the magnitude 30° 45 and direction of the 30° resultant of the three forces P,…

A: resultant = 523.70 N acts at an angle of 17.54 degrees with respect to x axis

Q: Replace the force 400N by a vertical force acts at point B and a horizontal forces at Cand D…

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Q: 1. Draw the Shear and Moment diagrams and determine the maximum shear and maximum Moment. + 7KN-M 20…

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Q: 430 mm 430 mm 32 mm C LA 600 mm d%3D0.75m 300 mm 150 mm D (b) Top view 64 mm X 64 mm X 3 mm B y 600…

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Q: A beam is loaded as shown below. U1- 32 KN/m; M1 = 100 kN-m, and P1 = 120 kN. 32 M- 100 16 m) P- 120…

A: M1 = 100KNm P1= 120KN

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.