Hinge 2R kN 2R kN R kN C R kN 8 m 6 m A B 4 m 4 m 4 m 4 m 16 m
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Determine the reactions and sketch the moment diagram.
where R = 11KN
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- A pipe column is braced to prevent bending and buckling. It is subjected to a compressive load of 1,000 kN E= 200 GPa Length= 4 meters and outside diameter= 250 mm. Find the required column thickness if the allowable shortening of the column is 0.8 mm a. 18.75mm c. 37.44mmb. 11.40mm d. 41.25mmA steel plate 375mm x 16mm thick is bolted by four bolts placed symmetrically to form a single lap joint. The bolts are spaced horizontally at a distance of 140mm and vertically at a distance of 150mm. If the diameter of bolt is 20 mm, calculate the design tensile strength in KN based on net section fracture considering a straight vertical path of failure Use Fy=248MPa and Fu=400MPa a) 1339.2 b) 1569.6 c)2092.8 d) 1488M13
- Help! F1: i: -27.0lbs k: -8.0 lbs F2: i: -82.0lbs M: k: -32.0 lbs*ftA built-up section consisting of W 350 x 90 with two 12 – mm plates welded to form a box section as shown in figure. The section is used as a column 10 meters long. The column is fixed at both ends, and braced at mid height about the weak axis (Y-axis). Use Fy = 248 MPa. Properties of W350x90: bf=250mm tf=16.4mm d=350mm tw=9.5mm Ix=226x10^6 mm^4 Iy=44.54x10^6 mm^4 A=11,550 mm^2 a. Determine the effective slenderness ratio of the column with respect to lateral buckling about the x-axis. b. Determine the effective slenderness ratio of the column with respect to lateral buckling about the y-axis. c. Determine the axial load capacity of the column in kN.Q2: Work out the quantity of steel in a 7m long simply supported beam of size 350 X 600mm overall. Bottom bar: 4 – 12mm diameter straight bars. Anchor bar: 2 – 12mm diameter straight bars, stirrups 10mm diameter @ 250mm c/c throughout the length of the beam. Clear cover as 25mm on all sides.
- To reinforce a column in an existing structure, two channels are welded to the W 12 x 50 column section as shown in the figure. Effective length of column with respect to each axis is 4.8 m. Kx = Ky = 1.0 Properties of W12 x 50 A = 9484 mm2 rx = 131.57 mm ry = 49.78 mm Ix = 164 x 106 mm4 Iy = 23 x 106 mm4 Fy = 345 MPa d = 309.63 mm Properties of C6 x 13 A = 2471 mm2 Ix = 7.24 x 106 mm4 Iy = 0.44 x 106 mm4 bf = 54.79 mm x = 13.06 mm (centroid from the outer side of the web) a. Determine the critical slenderness ratio. b. Determine the design strength of the column section. (kN in LRFD)column section = ISHB 450 Bracket plate thickness in mm =11 p=450KN E=330mm p=55mm bolt size =M20A steel column W300 x 203 kg/m section is used as to support an aial load. A=25740mm^2 Tw = 20mm. Fy= 415 Mpa Tf = 32mm. Lu= 4m d = 340mm. Ix=5.16*10^ 8 mm^4 Iy= 1.65*10^8mm^4 E = 200GPA k = 1.0 Sidesway is prevented. Determine the ultimate design capacity of Column using NSCP 2015. Use Phi= 0.9. 7718.11kN C. 8575.88 kN 333.17 kN D. 20356.06kN
- Complete Table P4.2. For a member where a deflection criterion controls,which material would require a larger cross section? What about for a member. where tension controls? Mild Steel 7178 T76 AluminumYield StrengthUltimate StrengthModulus of ElasticityA solid aluminum alloy [E=69E=69 GPaGPa; α=23.6×10−6/C∘α=23.6×10-6/C∘] rod (1) is attached rigidly to a solid brass [E=115E=115 GPaGPa; α=18.7×10−6/C∘α=18.7×10-6/C∘] rod (2), as shown in the figure. The compound rod is subjected to a tensile load of P=6.7P=6.7 kNkN. The diameter of each rod is 1111 mmmm. The rods lengths are L1=475L1=475 mmmm and L2=675L2=675 mmmm. Compute the change in temperature required to produce zero horizontal deflection at end C of the compound rod.To prevent excessive deflection of a 3 meter long cantilever beam subjected to load of 2kN/m, its free end is attached to a tension rod.Beam Properties: A= 1900 mm2 E= 200 GPa I= 5.12x106 mm4 What is the maximum deflection before attaching the tension rod.a. 19.78 mm b. 21.62 mmc. 33.33 mm d. 66.67 mm If the resulting tensile in the rod is 2.5 kN when attached to the beam, find the maximum moment at the fixed enda. -7.5 kN-m b. -9.25 kN-m c. -2.75 kN-m d. 1.5 kN-m Determine the maximum span moment if the tension in the ros id 2.5 kNa. 0.3725 kN-m b. 8.1275 kN-m c. 1.5625 kN-m d. 3.5025 kN-m