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Q: Water flows in a trapezoidal channel with side slope 1V:3H, bottom width of 16ft and water depth of…
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A: n=0.013 S=0.0004 Q=2.55m3/s
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- Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 inDetermine the shear Load that act on the fillet weld that joining two plates together if the working stress is 11300 Ib/in? Throat2. A column HP 14 x 102 of A572 Gr. 55 steel has a length of 15 ft is fixed at both ends. Compute the design compressive strength for LRFD and the allowable compressive strength for ASD. (Steel section properties are provided in the next page) ASTM Designation A572 Gr. 42 Gr. 50 Gr. 55 Gr. 60⁰ Gr. 65⁰ Yield Stress (ksi) 42 50 55 60 65 Fu Tensile Stressa (ksi) 60 65 70 75 80
- Q2. The joint connection shown in Figure Q2 is subjected to a medium term tensile load under service class C24. The joint comprises of six 3mm diameter x 150mm long wire nails. If the characteristic density of the timber is 340kg/m³, determine the load carrying capacity P1 and P2 of the connection and slip per nail P2 P 45 mm thick Figure Q2 75 mm thick P1 P1 P 100 mm thick18,000 lbs K₂ 3) This steel bar is 3" x 3" by 30" long. It has a 1" diameter hole centered in the side as shown. What is the maximum tensile stress in the bar? 3.0 2.8 2.6 2.4 2.0 2.2 0 0.1 0.2 0.3 W 0.4 0.5 0.6 0.7 0.8 d/w 18,000 lbsOne bolt 34 in-16 UNF × 2 12 in. SAE grade 5 is subjected to a P load of 6 kip at atension joint. The initial stress is Fi = 25 kip. The stiffness of the bolt and the joint are kb = 6.50and km = 13.8 Mlbf / in, respectively.a) Determine the preload and service load stresses on the bolt. Compare them withthe minimum SAE test strength of the bolt.
- KINDLY IDENTIFY THE ZERO FORCE MEMBERSThe pin in the image shown below must transfer an axial tension force of 12.7 kN. Calculate the minimum pin diameter. Use Shear stress-D0.4"Yield strength. Assume material is 1020 hot-rolled steel. * P2 Shear Planes PinIn order to reinforce a column in an existing structure, two channels are continuously welded to the column as shown below. Fy = 50 ksi for both the column and the channels. The effective length with respect to each axis is 16 feet. a) calculate the Moment of Inertia about each axis of the built-up shape. a) what is the available axial compressive strength and what is the percentage increase in strength? Use both LRFD and ASD.
- Calculate the steel ratio that will produce a tension-controlled failure if compressivestrength f’c = 28 MPa and steel yield strength fy the answer is 0.02167 but i don't know how to solve it please helpA 12.5-mm round structural steelrod is loaded in tension to fracture. The 200-mm gagelength of the rod was marked off in 25-mm lengthsbefore loading. After the rod broke, the strain in the50-mm containing the fracture was found to be 0.45mm/mm, and the total elongation of the other 150 mmwas found to be 37.5 mm. Determine the averagestrain for the 200-mm gage length.– A joint is made by gluing two plywood gussets of thickness t to wood boards.The tensile working stresses are 1200 psi for the plywood and 700 psi for the woodboards. The working shear stress of the glue is 50 psi. Determine the dimensions’ b and tso that the joint is as strong as the boards.