A three-story hotel has interior columns that are spaced 6.0 meters apart in two perpendicular directions. If the loading on the flat roof is estimated to be 1.50 kN/m?, determine the live load supported by a typical interior column at (a) the ground-floor level, and (b) the second floor level. Hint: Use Reducible Live Load Formula
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- Question: A three-story office building has interior columns that are spaced 6m apart in two perpendicular directions. If the (flat) roof loading is 0.96kPa, determine the reduced live load supported by a typical interior column located at ground level.A two-story office building has interior columns that are spaced at 6.71 m apart in two perpendicular directions. If the loading on the flat roof is estimated to be 0.96 KN/m2, determine the reduced live load supported by a typical interior column at the (a) ground floor level and (b) second floor level Minimum live load for offices is 2.4 KN/m2A two-story office building shown in the photo has interior columns that are spaced 22 ft apart in two perpendicular directions. If the (flat) roof loading is 20 lb/ft2, determine the reduced live load supported by a typical interior column located at ground level.
- A two story office building has interior column spaced at 6.7m apart in two perpendicular directions. If the flat of the roof live loading is allowed to be reduced live load of an interior column located at the ground floor level. Using NSCP 2010, determine the following: a.) basic roof live load in kPa b.) roof live load in kN forthe column c.) basic floor live load due to occupancy in kPa d.) reduced floor live load in kN for the column e.) total live load supported by the ground floor columnA two-storey school (use classroom) has interior columns that are spaced in 4.5 meters apart in two perpendicular direction. If the loading on the flat roof is estimated to be 1 kN/m2. Determine the reduced live load supported by a typical interior column at the ground floor level in KN.High School building has two stories having interior columns that are spaced 6.6m apart in two directions. The loading on the flat roof is estimated to be 960N/m2. Live load on the second floor is 2400 N/m2. Compute the total live load supported by the ground floor column (interior column kN)
- A two-story hospital facility is being designed in New York City with wind exposure D. The building is enclosed with Kzt = 1.0 and Ke = 1.0. Use the Envelope Procedure: Part 2 to determine the design wind load, base shear, and building overturning moment. For the overturning moment, consider only the moment from the laterEARTHQUAKE ENGINEERING PROBLEM: USE NSCP 2015 TO SOLVE THE PROBLEM BELOW: Consider a three-storey reinforced concrete masonry shear wall building that will be used as an evacuation center. The building will be constructed in Brgy. Purok-A-Bassit, Vigan City, Ilocos sur. Each floor has a weight of 3200 kN and wt. of roof 1700 kN and a total height of 12.00 meters (4 m for each floor). 1. Calculate the base shear of the structure and the distribution of loads at each level of the structure. Assume the total length of shear wall to be 8.00 m and the effective horizontal cross-sectional area to be 64.90 m^2 in the first storey.A three-story hotel has interior columns that are spaced 20 ft apart in two perpendicular directions. If the loading on the flat roof is estimated to be 30 lb/ft2, determine the live load supported by a typical interior column at (a) the ground-floor level, and (b) the secondfloor level.
- The second floor of a light manufacturing building is constructed from a 125mm thick stone concrete slab with an added 100mm cinder concrete as shown. If the suspended ceiling of the first floor consist of metal lath and gypsum plaster, determine the dead load for design in kn per square meter of the floor area.The floor of a heavy storage warehouse building is made of 6-in.-thick stone concrete. If the floor is a slab having a length of 15 ft and width of 10 ft, determine the resultant force caused by the dead load and the live load.A floor has a load of 150psf distributed to columns spaced at 24ft in one direction and 40ft in the other. Find the floor load on an EXTERIOR CORNER column.