H.w... for the uniformly loaded isotropically reinforced slab shown in the figure, determine the collapse load Wn. Assume that the plastic moment of resistance per meter width of slab for negative and .positive sections is Mn 28 Mode 2 H. W
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Q: 2 kN 250 mm 250 mm a 300 mm 4 kN 20 mm 70 mm 20 mm Probs. 7-29/7-30 50 mm B
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- 5. A reinforced concrete beam has a width of 300 mm, an effective depth of 500 mm and is reinforced with a steel having an area of 1200 mm^2. The beam is subjected to a bending moment of 90 kN- m. If the modular ratio = 8, using WSD, Cracked Analysis. b) Determine the stress developed in the steel.Solve it12. A reinforced concrete beam has a width of 300 mm, an effective depth of 500 mm and is reinforced with a steel having an area of 1200 mm^2. The beam is subjected to a bending moment of 90 kN- m. If the modular ratio = 8, using WSD, Cracked Analysis. a) Determine the stress developed in the concrete.
- rock mechaniczCRACKED ANALYSIS ON THE BEAMb) A rectangular block of 1200 mm² cross-sectional area is subjected to a longitudinal compressive load of 1200kN. Determine the normal stress across the cross section of the block. If the block is cut by an oblique plane making an angle of 400 with normal section of the block. Determine: (i) Normal stress on the oblique plane (ii) Tangential stress along the oblique plane, and (iii) Resultant stress on the oblique plane.
- Draw a typical creep curve for constant load, and explain the variation of thecurve you drew.Define the Generalized creep curve and also show it diagrammatically.Problem 2. Assume that a 20-mm diameter rivet joins the plates which are 100-mm each wide. a. If the allowable stresses are 140 MN/m? for bearing in the plate material and 80 MN/m² for shearing of the rivet, determine the minimum thickness of each plate. b. Under the conditions specified in part (a), what is the largest average tensile stress in the plates? Ø20mm 100 mm Ø20mm
- 10. A centric load P is applied to the granite block shown. Knowing that the resulting maximum value of the shearing stress in the block is 18 MPa, determine (a) the magnitude of P, (b) the orientation of the surface on which the maximum shearing stress occurs, (c) the normal stress exerted on the surface, (d) the maximum value of the normal stress in the block. 140 mm 140 mmIn a particular project, the vertical compressive stress at a point of focus in a soil is 100 kPa while the horizontal compress stress at the same point is 57 kPa. Both stresses are principal stress. (1) Where is the center of the Mohr-circle that describes the 2D stress at the point? (2) What is the maximum shear stress that acts at the point?11. (a) Plot Mohr envelopes of strength for (1) = 0°, (2) = 30°, (3) = 60°, and (4) = 90° for the slate whose strength anisotropy is described by Equation 3.18a and 3.19a. (b) Plot the peak compressive strength of the slate as a function of for (1) 03 = 0 and (2) σ3 = 30 MPa.