1-3m- ↓ ↑ ㅏ 20 kN/m 4m 10 kN/m Jm Im +2m 10KN 20 KN IM ↑ 20KN/m 6m + + 2m 4m Am 30 KN ↓ ↑ JO KN/m + 2m Compute for minimum and maximum moment −MMAX =? +MMAx =?

Q: 1) The overhanging beam is loaded as shown in the figure. Draw the shear and bending moment diagrams…

A: Given  Overhanging Beam with loads. Required :- To draw Shear force diagram (SFD) and Bending Moment…

Q: draw shear force and moment diagram

A: Given data in question  overhanging beam Span member length  UVL  Concentrated moment 120 kN/m To…

Q: Shear/Moment Diagram

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Q: 24 KN m * 6m 14 KN m TET D 2m -pin V E F 72 KN B $5 * * * 2m 2m 2m 36 KN m

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Q: 4. Find the support reactions at A, B, C, and D. Assume E = 200GPa, and I = 1705 x10^6mm4. 32kN/m…

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Q: find moment at point D, P=15kN

A: Given:- FBd of Beam;

Q: Draw the shear and moment diagram using shear-moment equations.

A: Consider the free-body diagram of the beam.

Q: 10 N 10 N 20 N C E 10 N B R 6.0m 4.0m A J 8 BAYS @ 3.0 m EACH 20 N The vertical reaction at S is…

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Q: 300 N/m B C 2700 N m -3 m -3 m -3 m- RC RA

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Q: Determine the shear (in kN) In member AB using Portal Method. Input the magnitude only. P=50KN B C…

A: Given data in question  Span member length  Point load Portal method To find out  Shear force in…

Q: What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C: 20 kN/m 60…

A: Given data in question  Span member length  UDL Point load To find out  Fixed end moment in AB

Q: 15 kN/m D E 6 m 9 m 12 kN/m A 10 m 5 m

A: To draw SFD and BMD

Q: Determine the shear (in kN) in member AB using Portal Method. Input the magnitude only. P=50kN A C…

A: Given data in question  Dimensions  Horizontal point load To find out  Shear force in beam AB

Q: Find reactions of (A,D,G) with units and direction. Using Portal method and Cantilever method

A: Find all reaction and shear force using this method

Q: e/ Drew Shear and bending moment dygram? be KN 20KN 3 m 2m

A: Calculation of reactions -RA+RB=12×3×60+20×4+20RA+RB=190      eq 1

Q: Moment Distribution Method  Please help me draw the Shear and Moment Diagrams!!

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Q: 2P SP w = 90 kN/m A Given: P- 350 kN a= 1 m b= 2m moment roller support = -2000 kN-M Find:. Draw the…

A: Roller supports are allowed to spin and translate along the surface of the roller. The surface might…

Q: 1) The overhanging beam is loaded as shown in the figure. Draw the shear and bending moment diagrams…

A: Draw shear force and bending moment diagram

Q: Determine shear and moment as a function of "X" for a. 0<x<4.5 m b. 4.5<x<6 m.

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Q: A 85 kN/m B 2.7 m 2.2 m 65 kN/m ↓↓↓↓↓↓↓ C 3.2 m D 1.5 m E Draw the Shear and Moment Diagram of the…

A: Given : Required : Shear and moment diagram using shear and moment equations

Q: 30 kips 13 kips/ft 20 kips B В 4 ft 12 ft 4 ft,

A: Given beam, FBD:-

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.

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Q: Draw shear and moment diagram. Identify maximum moment & chear 40kl TORN/M A THAT O 4m + f ↓ ↓ Į ↓ ↓…

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Q: A 2 m 6 kN 2 m B 5 kN/m 4m

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Q: solve for the reactions using method of section and joint

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Q: 1) The overhanging beam is loaded as shown in the figure. Draw the shear and bending moment diagrams…

A:

Q: Q1-for the Structure shown,Draw the bending moment and shearing force Diagrams: 30 kN 5KN/m 4m +3+

A: The following figure shows the Free Body Diagram of the beam.

Q: 30 kN C a 1m E b e 20 kN/m 8m HO- f 20,KN g 10 kN/m 6.0 2m 2m 2m ↓2m↓

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Q: 50 KN 2m R,= WK/ (2m) R, 2w 30KN /m 5m werln. 2. Rz

A: Introduction : The force transverse to the beam at a given portion that tends to cause it to shear…

Q: Fx = P,A,cos0, – P2A,cos0, – pQ(V,cos0 , – V,cos0 ; ) F, = P,A,sin0, – P2A2sin0, – pQ(V2sin0 , –…

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Q: Draw the shear and bending moment curves for the beam and loading and the maximum absolute value of…

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Q: Part 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the…

A:

Q: Determine the bending moment at point B If P=80 KN , W=18 KN/m , M = 58 KN.m w kN/m PkN MkNm 3 m 3 m…

A: To find:-  Bending Moment at B

Q: SITUATION III 800 kN The 300mmx500mm beam, 8 meters long is loaded as shown:P = 800 kN (at the…

A: As per our company guidelines we are supposed to answer only first 3 sub-parts. Kindly repost other…

Q: 4 - What is the shear force value (kN) at 1,5 mn away from support A? 20 kN A A 3m 1,5 m a) +10.-10…

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Q: O 2KN 12KN - 45 6 Data -STEEL Beem - Safety factor = 25 a) Find the shear force diagram and moment…

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Q: PRAW SHEAR & MOMENT DIAGRAM SHOW COMPLETE SOLUTION. A 3/2 + 2m D. B 4 4m 3 U OF BC. 2m 10 N/m

A: Given:Required:Shear and moment diagram of BC

Q: Q4. Find the moment of the three forces about point O. Fatal 0.1 m 0.1 m -0.2 m- 4 kN 30° 3 kN -0.3…

A: Given : To Find  Moment of three forces about point O?

Q: If F1 = 100 N, F2 = 120 N, and F3 = 80 N, determine the magnitude and coordinate direction angles of…

A: The given force vectors are,

Q: 35 kN/m - 200! 15 m |A B

A: Given- A simply supported frame is given.   To find- Reactions at supports

Q: DRAW SHEAR & MOMENT DIAGRAMS lookN 12 kN/m EI IS CONSTANT OKN ↓ ↓ D 17m_t +3m +4m +3m +5m +3m + COKH…

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Q: Solve the support reaction at C. 16 k 2 k/ft 8 k 3 k/ft A D B. E F C 12 ft 8 ft- 9 ft 12 ft 9 ft 3…

A: To Determine Support Reaction at C , Cy

Q: 2.5 k/ft 1 k/ft -20 ft -10 ft-

A:

Q: The overhanging beam is loaded as shown in the figure. Draw the shear and bending moment diagrams…

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Q: 150 KN 175 KN 125 KN 3.00 m 3.00 m 3.00 m 140 KN 2.00 m H 2.00 m 60° 2.00 m 180KN MBRS Magnitude, KN…

A: Given a truss,we have to find forces in members GH,BC CE and FG  Using method of section and method…

Q: Q1/ Determine the resultant of the general force system, and find moment about x,y,z? 40KN 15cm locm…

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Q: What is moment value (kNm) at support B? 5 kN/m A 4 m 半 子 20

A: The given beam is shown-

Q: 4.) Draw shear and moment diagram. 15 kN/m 12kN/m 4m Add file 2m 6m

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Q: 12 130 kN 12 kN/m B. m 3 m- 3 m 10 m

A:

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.