1. DE TERMINE THE MAX/MUM PLEXURAL STRESS IN THE BEAM LOADED AS SHOWN BELOW. 1ocm 5KN 18 Cm 3.0m
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Q: 200 MPa 500 MPa 350 MPa
A: Please refer the attached image for complete solution. THANK YOU.
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A: This question has been taken from Solid mechanics
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Q: 200 MPa 100 MPa 300 MPa
A: Find maximum shear stress?
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Q: Q1: If the magnitude of p-2kips, find the combined stresses at points A 0.8 in 1 in. 0.5 in.
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Q: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam.
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Q: 13) Diameter of the solid shaft AB is 130 mm. Determine the maximum shear stress in the solid shaft…
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Q: 200 MPa 100 MPa 300 MPa
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Q: 40 MPa 35 MPa 60 MPa
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Q: 5. Calculate the depth of neutral axis at balanced condition if the effective depth is 250 mm and…
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- B2-8m RC Beam Sec B-B Sec A-A Sec A-A C1 (0,8x0,8)m Sec A-A- Sec 8-B A Sec A-A- 143.9* Sec A-A Sec A- Sec B-B Sec C-C Sec C-C Soc B-B Sec Sec C-C -3.185m Sac A-A-D 83=4.5m Sec B-B -Sec 8-8 C1 (0,8x0,8)m DBT Figure 2: Plan of Reinforced Concrete Beams Sec A-A -C1 (0.8x0.8)mH.W: draw the I.L for RA, RC, RF, RD, MD, VCL, VG and MG. A 2 m B -2 m C G 0.4 m 1.6 m D 2 m- E 2 m LLТв d Tp (1) (2) TE (3) (4) 1A C D id L2 L3 L4 re FIGURE P6.14 gs ge A.
- 4.5.12 OIC Section Properties Write functions for A, I, c, radius of gyration. Each function works for the three sections below. Example Function name: OICSEC_A() • OICSec_() Etc. 을 + 12 BIP - bhs V, 12(BII-bh) BII -- bha 6/1 - 8Compute the compressive strength of a WT 12x81 of A992 steel. The effective length with respect to the x-axis is 25 feet 7inches, the effective length with respect to the y axis is 20feet, and the effective length with respect to the z-axis is 20 feet WT12X81 A 23.9 t₁ 1.22 ly 221 d 12.5 k des 1.72 J 9.22 bf 13.0 y 2.70 Cw 43.8 tw 0.705 293wL+ Smax 8EI
- i n. In. . • U d d Y:0E O HW4 modified03... Use the method f sections to find the force the member s BD,CD, and EC You can 3m use the methad of Joints to check your 3 m/ 3m 3m 3 m C 3m A 120 kN results II Mach 2l2o Due Tuesday March 25 at 12:0opAns- 5121 KsiProblems / Eqi FUNDAMENTAL PROBLEMS All problem solatioIS must include an FBD. FS-1. Determine the horizontal and vertical companents of reaction at the supports. Neglect the thickness of the beam. FS sup SCI tb t tb-ft 5t 511 F5-1 Determine the harizontal and irnts
- There is a statically indeterminate beam in which the horizontal force at the left and right ends (points A and D) is zero, and the vertical force is shown in the figure below, The flexural stiffness of the beam section is constant El: Try to find the slope (Slope) of point B after deformation.Question 2 of 5 Using LRFD and A-50 steel, determine the maximum load Pu that the system below can carry. Assume welded connections at the joints. W8X10 5m 2m W8X15 Pu 4m CS Scanned with CamScannerV125 cos- – j sin 11 11 Simplify cos + j sin 11 Cos 11