an urban hospital located in central illinois has a flat roof. determine the snow load in KN/m2 that is required to design the roof
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Q: an urban hospital located in central illinois has a flat roof. determine the snow load in KN/msquare…
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an urban hospital located in central illinois has a flat roof. determine the snow load in KN/m2 that is required to design the roof
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- What is the specified snow load for Kingston Ontario? (Assume the roof is 5.5 m wide). 1.35 kPa 1.38 kPa 1.56 kPa 1.14 kPaConsider a structure that is 20 m x 80 m with a 20 degree gable roof. If S = 2.0 kPa, what is the total weight of the snow and rain that can accumulate on the roof (unfactored)?Determine the external wind pressure on the roof of the rigid-gabled frame of a building for an essential disaster operation center shown in figure. The building is located in Kansas City, Missouri, where the terrain is representative of exposure C. The wind direction is normal to the ridge, as shown in the figure.
- What is the effect of wind load on tall buildings? calculate wind pressure by equivalent state method at 30 cm height where the basic wind speed is 40 m/sec. At 30 m height probability factor=1.0; terrain roughness factor=1.12; topography factor=1.0; and importance factor=1.0A closed storage building is located on open flat terrain in central Ohio. If the sidewall of the building is 20 ft high, determine the external wind pressure acting on the windward and leeward walls. Each wall is 60 ft long. Assume the roof is essentially flat.Determine the design snow loads for the roof of the gabled frame of an apartment building shown in Fig. 2.13(a). The building is located in Chicago, Illinois, where the ground snow load is 25 psf. Because of several trees near the structure,assume the exposure factor is Ce =1.
- A building's entrance canopy is constructed as a fixed slab attached to one of its longer sides. The slab has dimensions of 2.50 m x 6 m and a thickness of 225 mm. It is designed to bear various loads, including a uniform live load of 2000 Pa, a uniform dead load of 5000 Pa (excluding the weight of the slab itself), and a concentrated dead load of 5000 N per meter applied at the far end of the support. The design of the slab ensures that the main bars are oriented parallel to the shorter span. The specified design properties include a compressive strength (fc') of 21 MPa, a yield strength (fy) of 345 MPa, 16-mm-diameter main bars, 10-mm-diameter temperature bars, and a clear cover of 20 mm. The unit weight of the concrete is 23,544 N/m3.Find: 1. Determine the spacing of the main bars in mm 2. Determine the spacing of the temperature bars in mmA two-storey light storage warehouse has interior columns that are spaced 12 ft apart in two perpendicular directions. If the live loading on the roof is estimated to be 25 ??/??^2, determine the reduced live load supported by a typical interior column at (a) the ground-floor level, and (b) the second-floor level.Determine the external wind pressure on the roof of the rigid-gabled frame of a building for an essential disaster operation center shown in Fig. P2.14. The building is located in Kansas City, Missouri, where the terrain is representative of exposure C, and the basic wind speed for risk category IV buildings is 120 mph. Assume the wind direction is normal to the ridge, as shown in the figure.
- A concrete wall is 1.2 meters high and 0.203 meters thick. Concrete has a specific gravity of 23,7 kN/m3 In connection with heavy rain, water fills between the wall and the ground. The height of the water is h . The wall rests on the ground without any form of anchoring. A)Calculate the maximum height,h , that the rainwater can reach before the wall topples B)Calculate how thick the wall must be so that it does not topple over if h= 1,2mLoad Analysis: A floor beam is used to support the 3-m width of a reinforced concrete slab having a thickness of 120 mm. The slab serves as a portion of the ceiling for the floor below and it’s bottom is coated with plaster. Furthermore, a 2.75-m high, 12.5-cm thick lightweight solid concrete block wall is directly over the top flange of the beam. The cross-sectional area of the wide flange steel beam is 36,645 mm2. Determine the total dead load carried by the steel beam (expressed in kN/m).A three-ply asphalt felt and gravel roof over 2-in.-thick insulation board is supported by 18-in-deep precast reinforced concrete beams with 3-ft wide flanges. If the insulation weighs 3 lb/ft2 and the asphalt roofing weighs 5.5 lb/ft2, determine the total dead load, per foot of length, each beam must support.