Pls help me answer. 1. Determine the limiting slenderness ratio. 2. Determine the slenderness ratio w/respect to the x- axis 3. Determine the slenderness ratio w/respect to the y-axis 4. Determine the governing slenderness ratio. 5. Allowable compressive strength in kips

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Q: 120 4090 40 Dimensions in mm Im 2AN Determine the maximum tensile stress in the beam shown. O 7.31…

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Q: 1. A BEAM WITH WIDTH B=300 MM AND DEPTH D=600 MM IS TO BE PRE-STRESSED. CONSIDERING A 15% PRE-STRESS…

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Q: 3. A 24 ft long, simply supported beam carries only a uniform live load (WL). The beam has the…

A: Answer We are given Beam span L = 24 ft fy = 60 ksi f'c = 3 ksi  width b = 14 in effective depth d=…

Q: Which of the following is an allowable stress design con O Alternate Basic Load Combinations O OMn O…

A: Allowable stress design (ASD) takes into consideration the allowable service load combinations.

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A: It is requir d to answer about the distribution of normal stress in case of pure tension.

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Q: total length of column member, I = 3 m beam width, b = 6" or 150 mm (dressed) beam depth, d = 6" or…

A: Total length of column(L)=3 m Total load(P)=56.25 kN Width of column(b)=6" or 150 mm Depth of…

Q: Bending stress is directly proportional to the width of a section. True False

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Q: At a point in beam, the principal stresses are 100 N/mm² and 50 N/mm². The stress in x-direction is…

A: Given -  The principle stresses are, σ1 = 100 N/mm2 σ2 = 50 N/mm2 The stress in x-direction, σx = 65…

Q: 1. Determine the nominal load P that will cause failure of the beam shown below. As part of your…

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Q: 2. Determine the dimension "L" of the hollow pentagonal pedestal shown if it has to carry an ivory…

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Q: 0.5 W 0.5 W fo = 30 MPa fy = 414MPa 8. 250 mm 250 mm 3.5 m 3.5 m 2- 25mm Ø 3-36mm Ø 250 mm 300 mm

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Q: 15 MPa 8 MPa to Determine the range of values of ox for which the maximum in-plane shearing stress…

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Q: Which stress element below correctly shows the normal and stress al point? which located at the top…

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Q: (e) Compute the flexural stresses. Compressive stress of concrete at the top of the beam and tensile…

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Q: a. The beam of the cross section shown below has f'c = 3000 psi and f₁ = 60,000 psi. Neglect the…

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Q: *Determine (a) the principal stresses, (b) maximum shear stress, and (c) the orientations of the…

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Q: LOmPa aGMPa 30 MPa

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Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

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Q: 3. For the stress state below, find all three principal stresses and three maximum shear stresses.…

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Q: QUESTION 5 Given the truss and loading shown below, determine the stress at member CD if Pu = 18.375…

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Q: (d) Determine the maximum in-plane shear stress. 10 ksi 16 ksi

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Q: Problem 4. The block is subjected to a compressive force of 2kN. Base= 60mm, Height = 170mm. 1.…

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Q: Problem: Design a section of a concrete beam reinforced for tension only. The beam is simply…

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A: Answer  Slab hf = 100 mm Clear distance to the next web = 2 m Beam span = 4 m web width bw = 250 mm…

Q: Q- The normal stresses on the two mutually perpendicular planes at a point are 120 MPa (Tensile) and…

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Q: At a point on the flat surface of a member, load-stress relations give the following stress…

A: Stress tensor is similar then write  σxy=σyx⇒τxy=τyxσyz=σzy⇒τyz=τzyσxz=σzx⇒τxz=τzx Convert the given…

Q: An axial load P is supported by a short steel column, which has a cross-sectional area of 10500 mm2.…

A: ASKED: To determine the minimum required dimension of the base plate.   Given, Cross-sectional area…