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- u3 m3 SN 2+ 500 SN 1800 + 12 SN 1.5+ SN k := 1200 + 10 k3 m := 700 SN 1+ 900 SN 600 + m2 k2 m1 k1 4. Determine the response spectrum analysis of the 3-storey frame above subject to the ElI Centro earthquake. Assume 5% damping ratio. Use the peak response values of the time history analysis of the previous problem. Use SRSS to determine the combined total response of the system.Given the following differential level notes: STA BS HI FS ELEV BM-1 1.73 346 50 TP-1 2.50 185 TP-2 2.76 105 1.20 3.15 193 TP-3 BM-2 0.74 TP-4 1.67 0.98 TP-5 2.12 1.84 BM-3 1.77 What station has the highest elevation?c. A steel beam is mounted on a wall with a concentrated load at the free end. As an engineer, find the slope at the node B as shown below using virtual work. Take E = 200 GPa and I = 60(10) mm
- A 2-ft-diameter hemispherical plexiglass "bubble" is to be used as a special window on the side of an above-ground swimming pool. The window is to be bolted onto the vertical wall of the pool and faces outward, covering a 2-ft-diameter opening in the wall. The center of the opening is 4.1 ft below the surface. Determine the (a) horizontal and (b) vertical components of the force of the water on the hemisphere. (a) FH = (b) Fy= lb (outward) (down on bubble)A 20 storey RC framed building has plan dimensions 15 m × 30 m. Height of the building is 100 m. The fundamental period of vibration, if the building is unbraced, will beThe standard acceptable total absorption of 150mm concrete masonry hollow units in kg/m3 is? а. 250 b. 105 c. 85 d. 208 е. 230
- ) Using the table below, determine the stability class (A-F) of the following conditions: (a) ground temperature is 55°F, temperature at 900 ft is 66°F; (b) ground level temperature is 65°F and temperature at 1700 ft is 54°F; (c) at the ground temperature is 26°C and at 400 m t is 19°C; (' +According to the NBCC 2015, a building with multiple windows and doors with a non-uniform distribution, and no dominant opening will have an internal pressure coefficient, ???, of _____ to evaluate the maximum internal wind pressure acting towards the wall surfaces.a) -0.45 b) 0.75 c) 0.3Solve for what is being required. Room dimensions are: LxWxH = 8.50 m, 5.0 m, 3m. Originally, the room had linoleum flooring with an absorption coefficient of 0.03. Two opposite walls were cladded with unglazed bricks with an absorption coefficient of 0.02, the one having the entrance gypsum door (2.1 m X 0.80 m) with 0.05 abs.co.; the other two were just bare concrete with sliding glass window openings of 1.80m x 1.20 m each; the bare concrete with an abs.co. Of 0.31 and the window glass with 0.18, the ceiling, too , had bare concrete as its finish at 500 Hz. The client would like to renovate the space into an acoustical studio room and would like to change the ceiling and the flooring. The ceiling will have a vinyl faced fiberglass panel with an abs.co. of 0.71, and the floor will have mineral fiber tiles with an abs.co. Of 0.66, all at 500 Hz.
- 1 The plan and elevation of a three-storey RCC school building is shown in Fig. 5.28. The building is located in seismic zone iI . The type of soil encountered is soft soil resisting frame. The intensity of DL is 15 kN/m² and the floors are to cater to an IL of 5 kN/m?. Determine the design seismic loads on the structure by static analysis. and it is proposed to design the building with a special moment- 4m 3.5 m 3.5 m 4m 3.5 m 4m 4m (a) Plan (b) Elevation Fig. 5.28 Building configurationWind blows on the side of the fully enclosed warehouse building as shown which is located on open flat terrain in Bacoor City, Cavite. If the building is classified as Category 5 and under Exposure C with a wind speed of 230 kph, determine the design wind pressures on all sides of the building and on the roof of the building. 02. B. 10 14.5 m 30 m 15 m wind D.Cooling load calculation of a single family house using CLTD/GLF method Floor Plan of the Single Family House 22.6 m North 6.1 m 1.8x2.4 0.9x2.1 Bedroom Bath Garage Living room 2.4 m ceiling Throughout 0.9x2.1 Kitchen and dinette Bedroom Bedroom Utility 1.2x1.2 1.2x1.2 1.2x1.2 0.9x0.9 0.9x2.1 QUESTION : CALCULATE THE COOLING LOAD FOR THIS HOUSE . 7.3 m 11 m