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Q: Horizontal Curve Given: Radius (R) = 1654.35' Degree of Curve (Daº) = 03°-27'-48" PC Station = 14 +…
A: A Curve is given. Radius, R = 1654.35' Degree of the curve, D = 3°27'48'' PC station = 14 + 27.62 To…
Q: A boom consists of a 4-in.-diameter steel pipe AB and a cable as shown. The modulus of steel E = 29…
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Q: Find the vertical deflection of the joint C in a two-member truss as shown in Fig. 2. The area of…
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Q: Compute geostatic stress at point A y=15.0 kN/m³ 7 Y= 16.8 kN/m³ Y= 17.2 kN/m³ 2.0 m 2.5 m 3.6 m…
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Q: Determine the force in members EI of the truss, and state if the members are in tension (T) or…
A: ∑MB=0VA×48 + 900×24 - 1000×32 - 1500×24 - 1000×16 = 0VA=1300 lb…
Q: Horizontal Curve Given: Degree of Curve (Daº) = 03°-40'-47" Delta (A)= 18°-30¹-00" External (E) =?…
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Q: a) A CU triaxial test was carried out on a silty sand soil sample. The cell pressure was equal to…
A: Given: σ3=200 kPa∆σ=410 kPau=73 kPa To find: 1) The cohesion intercept is zero. 2) The friction…
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Q: Design beams. Where fc' = 35 Mpa, fy = 420 Mpa. and bar 25 mm. L.L = 38 kN/m 7.5 m- 500 mm Ą,=? 350…
A: As there is no specific code given so we are designing it as per Indian standard code that is IS 456…
Q: 2. Using Tip to Tail or the Parallelogram method, calculate the resultant force. 30° Q = 45 N 15°…
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Q: of concrete is 35 MPa. Compute the maximum P that can be carried by the structures. Pmax= a) b)…
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Q: 1 m A 2 m- -2 m- 10 kN 6 -2 m- -2 m- 15 kN 25 kN Determine the member forces acting on the truss…
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Q: Draw the shear, bending moment, and axial force diagrams for the frame shown. 25 k 20 ft B 1.2 k/ft…
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Q: ■ Consider 457 × 152 × 52 UKB ▪ h = 449.8 mm; b= 152.4 mm tw = 7.6 mm; t₁ = 10.9 mm ■ r = 10.2 mm; d…
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Q: Determine the shear and monient diagrams for the loaded cantilever beam. Then answer the questions.…
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Q: A horizontal parallel plate ESP consists of a single duct 4.8m height and 6m long with 30cm plate to…
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Q: A hollow shaft dia ratio 3/5 is required to transmit 450Kw at 1200pm, the shearing stress in the…
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Q: Find the maximum live load (P₁) applied on the beam shown below if f = 25 MPa and fy = 400 MPa.
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Q: QUESTION 1 During one hour, 1800 pedestrians passed by the observation point on the pedestrian…
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Q: 04 For the composite section shown in Fig. P4-04 a torque T = 8,000 N.m is applied at end B. If G =…
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Q: Design beams. Where fc' = 35 Mpa, fy = 420 Mpa. and bar 25 mm. Ḥ L.L = 18 kN/m 3.2 m- L.L = 30KN 500…
A: as there is no specific code is given for designing of beam so we are designing it as per indian…
Q: Using steel with an fy=50 ksi, design beam b1,b2,b3 and b4 for the framing plan shown below. Limit…
A: Solution:- Given data:- fy=50 ksi Live load:- 30 psf Concrete slab:- 62 psf Wall load on B1:- 425…