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- Find the grade resistance, to the nearest ten pounds, for a 2400-lb car traveling on a -2.4° downhill grade.Given: ▪ Proposed Eight-storey with roof deck commercial mix use building▪ 20 x 32 m with first floor being 3.5 meter in height and rest at 3.2 meter with 1.0-meter parapet ▪ 5 bays x 7 bays (5@ 4-meter x 8@ 4 meter typical) ▪ Assume a 10 kPa regular weight of the typical floor area except at roof deck being 8 kPa. Occupancy Category IIIEnclosedWind speed, V= 260kphExposure C Calculate the required wind pressure on the walls and parapet applying the code provision under Directional Procedure for Buildings of All Heights (NSCP section 207B) **ALL UNITS MUST BE IN KILOPASCAL (kpa)photos for referenceenumerate and discuss the fall protection device components and safety maintenance practices before using in a specific activity
- Outline what penetration testing involves when assessing and remediating avulnerability.The dimensions of a 15 ft high warehouse located near Atlanta, Georgia are shown. Determine the wind pressures based on the following information: risk category 2, exposure category C, Kzt= 1.0, and Ke = 1.0. Use the Envelope Procedure Part 2 to calculate the wind pressures. Show the pressures on a section view through the end zone. Show the pressures on a section view through the interior zone.Answer question 3-9.Hint – Do not create a route which passes through the bridge (lower right side) which has a weight limit.
- A one-story steel warehouse building is to be built of structural steel. The roof is to be sup-ported by steel trusses that will span the entire 70 ft width of the building and supported on columns adjacent to the exterior walls. These trusses will be placed 24 ft on-center. No interiorcolumns will be present. The walls will be made of corrugated steel. There will not be anyroll–up doors. Compute the allowable total and differential settlements.Find the grade resistance, for a 2500 Lb car traveling on a 2.5° uphill grade. Show All Work: Answer as a Phrase to the nearest ten pounds:Describe in language appropriate to a client for a multistory office building what the structural system is expected to accommodate during a seismic event based on the codes and the understanding of the forces in an earthquake.