Determine the load carrying capacity of a C15x40 shape braced as shown. The C-shape must be oriented so that its maximum load carrying capacity is achieved. 15' 9' 和
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- 3. A beam has the following distributed loads : wD = 0.44 kip/ft, and wL 0.76 kips. If the beam is W 18 x 50, braced at the ends and third points, made from A992 steel, by directly applying the provisions of the AISC Specification, what is the available flexural strength of this beam? What is the adequacy of this beam in providing the required flexural strength. L 35'The steelwork framing plan for a floor system shows decks as D1-D12, beams and girders as M1- M20 and columns as C1-C9. The unit load on the system is 75-psf dead and 45-psf live. What is the total load going into column C2? C3 C1 C2 I. M1 M2 D3 M8 M3 M4 M5 M6 D1 D2 D4 36' M7 D5 C5 C6 C4 M9 M10 D6 M16 M17 M18 M19 M11 M12 D7 D10 D11 D12 40' M13 D8 M14 D9 I. C9 C7 C8 M20 M15 24' 16'Problem 7. One-story and two-bay frame is under distributed loading as shown in the figure below. The column height, L, is 10 ft. The beams are made of W18x50 (k-800 in4) and columns are made of W12x58 (I-425 in3,A=17 in?, x-5.23 inch, ry=2.48 inch). All the structural members are made of grade 50 steel (Fy-50 ksi and Fu-65 ksi). The columns are fully braced with respect to bending in y direction. (a) Identify the effective lengths and slenderness in x and y directions of column ab. (b) Calculate the compressive strength of column ab, pPn- the frame can carry based on the compressive (c) Identify the maximum distributed load, Wu, capacity of column ab. 4at-10 Wu W18x50 a b 25 ft 25 ft
- Please help me with my problem with complete solution and please use the nscR and gisc shapes database. Select the lightest w section (with Ey = 345 MPa) for the beams and girders shown in the figure. The floor slab is 150mm reinforced concrete and supports a 0.80 MPa uniform live load. Assume that continuous lateral bracing of the compression flange is provided. The maximum permissible deflection is L/250. Use LRFD method only. 10.00 m E 2. 2.An interior column is to be designed as a part of an unbraced frame system, located at the ground floor. It is to be pin-supported at the foundation end, and it is to be connected by two W14x82 girders and a W18x130 column at the other end. All of the members, including the column described, are made of ASTM A992 steel. Architectural specifications require that the column is to be designed as a rolled W-section with a depth of 21 inches. The column is expected to carry the axial compressive load of 250 kN dead load and 300 kN live load. The length of the girders and columns are 5 meters and 3.5 meters respectively. Select the best section that should be used for the said column. For determining effective length factors, neglect inelastic action; and use major axis moment of inertia for girders and minor axis moment of inertia for columns. Use LRFD specifications from 2015 NSCP Vol. 1.The figure below shows a portion of a floor framing plan. The beams and girders carry a dead load & live load, weight of the slab as well as its own weight. Check if 3B-1 is safe to carry the loads.
- An A36 W14X605 simply supported steel beam with span “L” carries a concentrated service liveload “PLL” at midspan. The beam is laterally supported at supports and its midspan. Consider its beam selfweight to be its service deadload, “w” (use ASEP steel manual for selfweight, w and other section properties). In checking section's compactness, calculate the upper limit for non-compact web category? Express your answer in 2 decimal places.Draw a free-body-diagram showing the loads on girder G1 in the floor plan shown below. The floor supports 40 psf. Show process workAn interior column is to be designed as a part of an unbraced frame system, located at ground floor. It is to be pin-supported at the foundation end, and it is to be connected by two W14x68 girders and W18x106 column at the other end. All of the members, including the column described, are made of A36. Architectural specifications require that the column is to be designed as a rolled W-section with depth of 21 inches. The column is expected to carry axial compressive load of 300 kN dead load and 350 kN live load. Length of girders is 4 meters and length of columns is 3.0 meters. Select the best section that should be used for the said column. For determining effective length factors, neglect inelastic action; and use major axis moment of inertia for girders and minor axis moment of inertia for columns. Use LRFD specifications from 2015 NSCP Vol. 1.
- Calculate the design moment strength qMn for one of the T beams shown if fe' = 3000 psi, fy = 60,000 psi, and the section has 24 ft simple span. Is the steel percentage equal to or less than pmax? 24" 4 #9 4 #9 4 #9 '12" '12" 12" 6'-0" 6'-0"The Advantages and disadvantages of Teel Braced FrameDetermine the design strength of the beam shown. Assume fy-345MPa and fc'-21 MPa.