A W12x79 of AS73 Grade 60 (Fy - 415 MPa) steel is used as a compression member. It is 7.7 m long, fixed at the top and bottom, and has additional support in the weak direction at mid-height. Properties of the section are as follows: A = 14,500 mm^2 Ix = 258.6 x 106 mm^4 Iy = 84.375 x 106 mm^4 Calculate the critical slenderness ratio with respect to weak axis buckling using theoretical value of k.
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- Determine the design moment strengths of the section. fy = 60 ksi and f`c = 4 ksiA built-upsection is to be used as a girder. It is simply supported over a span of 9 meters and laterally supported at supports and midspan. Use Fy=345MPa and Cb=1.0 Properties of the section: A=12,620mm2 d=450 mm tw=10 mm bf=300mm tf=14mm rx=203.88mm ry=70.67 mm Ix=524.59x106mm4 a.Determine the elastic section modulus, Sx. b.Determine the plastic section modulus, Zx. c.Determine the compactness of the section. d.Determine the lateral support condition. e.Determine the Allowable Flexural Strength of the girder. f.Determine the Ultimate Flexural Strength of the girder.A 3m both ends hinged timber column is made of Apitong wood with the following properties: Fc = 9.56 MPa (parallel to grain) Fc = 2.20 MPa (perpendicular to grain) E = 7310 MPaIf it has a square section with 200mm side dimension. Compute the actual slenderness ratio of the column. a. 12 b.13 c.14 d.15
- Read the question carefully and give me right solution according to the question. A W12x79 of A573 Grade 60 (Fy=415 MPa) steel is used as a compression member. It is 8 m long, pinned at the top fixed at the bottom, and has additional support in the weak direction at mid-height. Properties of the section are as follows: A = 14,500 mm^2 Ix = 258.6 x 10^6 mm^4 Iy = 84.375 x 10^6 mm^4 Calculate the effective slenderness ratio with respect to strong axis buckling using theoretical value of k.A cantilever of rectangular section is 70 mm wide and 250 mm deep at the fixed end andtapers uniformly to 75 mm wide and 100 deep at the free end. The projecting length is1800 mm, and there is a load of 1800 N at the free end. Calculate the deflection of thefree end and the maximum bending stress. Take E = 14000 N/mm2. The cantilever is madeof timber.A reinforced concrete beam, b by h with tensile reinforcement of 6-25mm diameter bars is simply supported on a clear span of 12m. Given: fc = 12 MPa fs = 140 Mpa wc = 24 kN/m3 n = 12 b = 331 mm h = 602 mm d = 582 mm determine the ff. 1. What is the distance from the top fiber of the beam to the neutral axis in mm? 2. What is the gross moment of inertia of the section in mm4? 3. Compute the moment capacity of concrete in kN-m. 4. Compute the moment capacity of steel in kN-m. 5. Aside from the uniformly distributed self-weight of the reinforced concrete, what will be the maximum two equal concentrated loads it can carry that will be located at its third points in kN? pls solve completely
- BADLY NEED IN 1HOUR PLS THANKYOU Above is a simple truss with P = 45.67 KN (write answers in kN in 2 decimals) Compute for the forces in: a. Member DA b. Member BH c. Member HI d. Member DG e. Member El f. Member AF g. Resultant Force Reaction of Support F (3 pts)A W 360 x 44 of A992 steel column (Fy =345 MPa) having a length of 4m is fixed at both ends. Compute the effective width, be, of the slender web.Compute the value of reduction factor, Q, due to slender elementsin compression members.Compute the nominal compressive strength of the W-section.Properties of W 360 x 44Ag = 5710 mm2d = 351 mmbf = 171 mmtf = 9.78 mm tw = 6.86 mmkdes = 19.9 mmk1 = 19.1 mmrx = 146 mmry = 37.8 mmThe rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and C are stress-free. Ifa20-kip load is applied, determine the vertical displacement in the barat ?and C that will cause a stress in the rod at C to be 50ksi. Indicate the direction of movement. Use E=29x106psi for steel.(Provide FBD and movement diagramin your computation).
- Situation 11 An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets The property of the channel is given below: Depth, D=225 mm Flange Width, B=112.5 mm. Flange Thickness, tf=9mm Web Thickness, tw9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of t 100 MPa on shear, for bearing, o.-200 MPa on single sheer, a-260MPa on double shear. 2. Determine the moment of inertia, I, of the section in mm^4.Situation 11 An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets The property of the channel is given below: Depth, D=225 mm Flange Width, B=112.5 mm. Flange Thickness, tf=9mm Web Thickness, tw9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of t 100 MPa on shear, for bearing, o.-200 MPa on single sheer, a-260MPa on double shear. Determine the maximum flexural stress on the beam in MPa. Determine the maximum shearing stress on the beam in MPa.For the given wooden beam, determine: a) the maximum shear stress in the wood. Vmax=3530.8 N, Iz=287239583.3 mm4 Answer: 0.2017MPa