For the equilateral triangular reinforced concrete slab shown in Fig.4, use yield line theory to Find wn when M+ve-2M-ve-Mn. L Fig.4
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- Please solve and or solutionThe rigid beam shown has a cross sectional area of DB = 800 mm and defleetion at C- 20 mm due to the load P. Determine the normal strain in DB? 1250 Ridlen 100H.M..... An isotropically reinforced. Square two way slab is supported as shown in the figure below and is subjected to a uniformly distributed load W. using the principle of virtual work, determine the collapse load Wn. The plastic moment of resistance per .meter width of the slab is Mn H.W Mode 2 H.W a) ±ve mom. Mn tve mom=Mn -ve mom.al-2nn 内容
- %3D QUESTION 2. An oblique bending moment of M = 5 kN.m is applied on the cross-section of an aluminum beam as shown in the figure. (a) Calculate the maximum values of compressive and tensile normal stresses on the crss section. (b) Define the orientation of the neutral axis and draw on the cross-sectionç. M = 5 kN.m 30° 10 mm 40 mm 10 mm A-40 mm--r: 30 mm 30 mm 10 mm 10 mmThe beam has a rectangular cross section and is subjected to the loading shown. Determine the components of stress ox, oy, and Txy at point B. 800 N B 1000 N 15 mm 20 mm 20 mm 15 mm 100 mm 10 mmThe members of structures shown in Figure are made of plain concrete. The compressive strength of concrete is 35 MPa. Compute the maximum P that can be carried by the structures. Pmax=? a) b) Cross-section 100 x 100 mm 4m 4m 3m P/2 2m 2m Cross-section 2m 200 x 300 mm. 2m P/2
- Determine the stiffness matrix of the given system and obtain the condensed stiffness matrix at the dynamic DOFs if the dynamic forces applied in-plane translational DOFs. All members are axially rigid. E=30000 MPa; I=8x10⁹ mm4; L= 4000 m. Hint: Evaluate the stiffness matrix applying the unit deformation metod as given example in the figure!!! m m m U3 U₂ U₁ mm. u₁=1 and urest=0 U4 U3 2m) U₂ EI, L (2m) U₁ 2EI, LI need hand written solution onlyA tied column 350 mm x 600 mm in cross section is reinforced with 6-28 mm Ø bars arranged as shown in the figure. It is assumed that the column section has a strain on its compression edge equal to 0.003 and has a tensile strain of +0.002 on its outer edge. f = 27.6 MPa. fy = 414.6 MPa. 350 mm 62.5 Tension Bars 600 mm 475 6-28 mm Ø 62.5 Compression Bars - Determine the total compressive force of the steel reinforcement considering that its compressive stress is reduced by 0.85 f' to account for the holes in the concrete. 2 Determine the nominal axial load that causes this strain distribution in the column section. 3 Determine the nominal moment that causes this strain distribution in the mn section.
- A rectangular block of a material with a modulus of rigidity G = 90 ksi is bonded to two rigid horizontalplates. The lower plate is fixed, while the upper plate is subject to a horizontal force P. Knowing that the upperplate moves through 0.04 in. under the action of the force, determine (a) the average shearing strain in thematerial, (b) the force P exerted on the upper plate.tate of Stress Caused by Combined Loadings Learning Goal: To use the superposition principle to find the state of stress on a beam under multiple loadings. The beam shown below is subjected to a horizontal force P via the rope wound around the pulley. The state of stress at point A is to be determined. 100 mm 15 mm 20 mm 200 mm 150 mm f 20 mm The dimensions are di - 2.15 m. d₂ = 0.5 m. -0.85 m d-285 mm and r= 150 mm The applied force has magnitude P=4.5 kN Part A-Support Reactions and Internal Loading C₁, C₂=₁ N=, V = ₁ M = Determine the support reactions C, and C, and the internal normal force, shear force, and moment on the cross-section containing point A. Express your answers, separated by commas, to three significant figures. ► View Available Hint(s) Submit Part B- Properties of the Cross-Section A= I= Q = Submit VAX IT VOC JA=.TA= What are the cross-sectional area, moment of inertia with respect to the neutral axis, and first moment of the area with respect to point A for the…The floor system of a gymnasium consists of a 130-mm-thick concrete slab resting on four steel beams (A = 9,100 mm2) that, in turn, are supported by two steel girders (A = 25,600 mm2), as shown in Figure. Determine the dead loads acting on beam BF and girder AD. %3D %3D Steel floor beam (A-9,100 mm-) Steel girder (A-25,600 mm2) D. Steel column 130 mm 10 m concrete slab 3 at 5 m-15 m