Explain the following terms in 6-7 lines minimum. a) Bishop Simplified Method b) Critical Factor of Safety

Q: What is the shear between A and B, at a distance of 4m from point A.

A: Given data in question  UDL = 29 kN/m Span member length = 11 m Point load = 21 kN Concentrated…

Q: Two equal angles ISA, 100 mm x 100 mm of thickness 10 mm are placed back-to-back and connected to…

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Q: 4oolb 600lb Wib|C

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Q: What is the maximum vertical shear in the beam? 4m 40 kN 4m 10 kN B 4m

A: Overhang beam is given, we need to determine maximum vertical shear in beam.

Q: Ah G Av E 60° 49 30 Bh B x F x D x •METHOD OF JOINTS 20 N Tabulation of forces from Method of…

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Q: The maximum shear stress (kPa) is most nearly 100 kPa 50 kPa -50kPa 50 kPa 75 56 O 66 O

A: Given data : Normal stress in X direction (σX)=-50 KPaNormal stress in Y direction (σY)=-100…

Q: Determine degree of static indeterminacy Hinge A C

A: Given data : Number of member (m)=5 Number of external support reaction(R)=2+1+1+1=5 Number of joint…

Q: Subject/ Plates and shells theory Square Plate Caxa) simplysupported on all Face edges is Subjected…

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Q: The pin at C is supported in a double shear connection. If the allowable shear stress is 70 MPa,…

A: step 1-

Q: 1000 100 570 650 A + 325 All dimensions are in mm The cross-section at mid-span of a beam at the ede…

A: Given data -  Material - M25 and Fe415  Total area of reinforcement = 4000mm2 To find - The value of…

Q: Which of the following is the shear diagram of Beam 3?

A: Shear force diagram is a pictorial diagram showing variation of shear force along the span of the…

Q: √3=9 P₂=9 P3=9 27 = ? Pi=30 K^ D T √₁-3 D=450mm Ref Axis Z2-5 3 m K 545 за 23=4.5 7 12:2.5 1 2D₂=300…

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Q: draw shear and moment diagram

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Q: draw sf and bending diagram

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Q: 5.1.20 The truss shown in the figure con- sists of-4 bays of 'K' structure. Each bay has 2 m long…

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Q: The maximum shear stress (kPa) is most nearly 100 kPa 50 kPa -50kPa 50 kPa 75 O 56 O 66 O

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Q: Cover Plate 27"x1" #3 # 2 Channels - C15x40 8" 8" mputo the rodii of qvrotion y o ond 中

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Q: Draw the FDBS of member ADB and BEC 1 m 1m B |C E 1 m 1.6 m A

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Q: Weight of Crate : 200kg Rope Tension Limit: 10KN Determine the smallest angle. Determine Force AB

A: Given Data: The weight of the crate is m=200 kg The rope tension limit is FAC=10 kN   To Determine:…

Q: The design shear strength PhiVn of W33x130 section is equal to:

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Q: lre the method of Uirtuat work to determine the vertical duplacement Of Joints B and D af the Jteel…

A: Using the unit load method: Deflection DB/D=mML/AE Where, m=Force in member due to the unit load M=…

Q: 6-2. Locate the centroid of the area. = a cos Prob. 6-2

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Q: EOD an MAKING -6 m B Side view

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Q: 5.13 The shallow foundation shown in Figure 5.29 measures 1.5 mx 2.25 m and is subjected to a…

A: Given: Shallow foundation = 1.5m × 2.25 m eB = 0.12 m , eL = 0.36 m Depth = 0.8 m Friction angle =…

Q: STD_PCS Problem 1_Analysis of Complex Truss Solve the complex truss (similar to the truss of the…

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Q: explain your shear diagram

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Q: 09 u 7.50 m X

A: Given a slab section, It is required to design the panel marked by X

Q: Which of the following diameter of Grade 60 reinforcing bar can withstand a tensile load of 210,000…

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Q: M(red bending) Sation Raaye D -o- 125 ongin -0. CE 622 BE -0-125 フュナロ125 -o.125+X3-0-37543 -2.1+ 6メ3…

A: Yes, the table is correct. If you have any other queries please feel free to ask.

Q: PROBLEM #1 A=0 A, 15kN 15 kN V M A EQ 30kN 3m -15 KN 22.5 km 15 kN EQ OB TTTTM | ₁₁-1 = 15kN 0 KN…

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Q: The static indeterminacy of the two-span continuous beam with an internal hinge, shown below, is

A: A two-span continuous beam with an internal hinge-To Find-The value of the degree of static…

Q: H / The beam shown below has across seclion of channel Shape with widhth 360mm and haghs h= loomm,…

A: Web thickness = 14mm Width of the beam = 360mm Height of the section = 100mm Unifrom loading =…

Q: Compute thne vertical distance of link AB from pin E for the given set up if the tension in link AB…

A: t=1500lbd1d2=78

Q: Problem 2: For the beam shown, determine the maximum tensile and compressive bending stress. 10 ft…

A: Cantilever beam is given. We need to calculate maximum tensile and compressive bending stress

Q: 1-54* Three forces are applied along the centerline of a steel bar as shown in Fig. P1-54. Determine…

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Q: ... mm from the Top Fibres of the Beam Cross-section? Location of Centroid or Neutral Axis is. 200…

A: The beam is rectangular and symmetrical. Hence, centroid will be at the center of both the…

Q: BDM? bending moment diagram

A: In continuation of previous question, only bending moment diagram is provided.

Q: 3.68 Determine the hydrostatic force F on the triangular gate, which is hinged at the bottom edge…

A: Width of  triangular gate=WLet d is the height of  triangular gate

Pressure and Stress