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- ALATSA Q1(b): Taking X as the lowest view point, sketch the isometric view of the part. MApplication: Assume a small spacecraft is in open space. One panel is a dedicated radiator (dimensions in image) and is painted with S13 GLO white paint (emissivity = .89). If the radiator is at 30C and has a full view factor to space, how much heat can it reject from the system? (How much is this radiator radiating to space?). Use 3K for space temperature. Round answer up to one decimal place. No need to include units. (Remember that -/+ signs are used in respect to direction of energy transfer) h 37°F Cloudy HD GAN .1 m Radiator .3 m Q Search4) For a long triangular groove shown in figure, calculate viewfactor F12 and F13. a 27 1 32 6
- QUESTION 9 A manufacturing factory located at 30° N latitude has a window area 35 m² that consists of double- pane windows made of clear glass (SHGC = 0.766) as given in the Figure Q2. To reduce the solar heat gain on a hot day, a reflective film that reduce the SGHC to 0.261 is considered. The building need cooling during the months of June, July, August and September and need heating during the months of October through April. The average daily solar heat fluxes incident on the west side of this latitude is given in the Table Q2 below. The unit cost of electricity and the natural gas are RM 0.30/kWh and RM1.75/therm, respectively. If the coefficient of performance of the cooling system is 3.0 and the efficiency of the furnace is 0.80. Determine: i. the net annual cost savings due to installing reflective coating on the windows ii. the simple payback period if the installation cost of the reflective film is RM 70/m² Glass Solar Radiation Reflective film KAir space Reflected…Draw the full auxiliary and the partial auxiliary views in the areas labelled below.SOLVE STEP BY STEP IN DIGITAL FORMAT WITHOUT ARTIFICIAL INTELILGENCE Problem 1 Determine, according to the NTC-Concrete, the cutoff points of the longitudinal blue bars located in the bottom bed of the beam. Note that only two cutoff points must be established, corresponding to the two #8 bars painted in blue. Consider that the beam is made of concrete with f = 250 kg/cm² and bars with fy = 4200 kg/cm². For the calculation of the basic development lengths, consider #3 stirrups with two branches spaced 20 cm apart. The load shown already includes load factors. w₁ = 5.5 ton/m ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ 2#8 2#8 3#8 4#8 3 m 9 m 2#8 40 cm 5 cm 3#8 4#8 5 cm 1 m -> 5 cm 5 cm 70 cm