Use the MWFRS Envelope Procedure in ASCE 7-10 Chapter 28, Part 1 to answer this question. Assume that the building meets the conditions described therein. You have been tasked with designing a partially-enclosed building. The mean roof height is 15 ft, and the roof angle is 30 degrees. The basic wind speed provided by the local building authority is 140 mph. Assume that exposure category C is applicable and that the building is not located on a hill or an escarpment. Determine the MWFRS design wind pressure, p, on Zone 2 using the negative value of GCpi for Load Case A. Disregard the minimum pressure of 16 psf described in section 28.4.4.
What is the incising factor, Ci, for the tensile strength of…
What is the incising factor, Ci, for the tensile strength of a sawn-lumber member?
A cardboard box that has been glued to the ground experience…
A cardboard box that has been glued to the ground experiences pressures p1 = 0.80 psi and p2 = 1.20 psi on one side. The box has dimensions L1 = 19 in., L2 = 9 in., and h = 14 in. Use the pressure tributary to the diaphragm (lid) of the box to determine the reaction force V2 between the diaphragm and the shearwall (short side of the box).
What is the wet service factor, CM, for the modulus of elast…
What is the wet service factor, CM, for the modulus of elasticity of visually graded dimension lumber, except Southern Pine?
A two-story building has the following characteristics. Dete…
A two-story building has the following characteristics. Determine the seismic design category using ASCE 7-10.Risk Category ISite Class CSS = 0.50, S1 = 0.20
Determine the bending reference design value for No. 1 visua…
Determine the bending reference design value for No. 1 visually graded Douglas Fir-Larch dimension lumber.
Determine the tension parallel to grain reference design val…
Determine the tension parallel to grain reference design value for 2 in. wide No. 1 visually graded Southern Pine dimension lumber.
A cardboard box that has been glued to the ground experience…
A cardboard box that has been glued to the ground experiences pressures p1 = 0.25 psi and p2 = 1.10 psi on one side. The box has dimensions L1 = 16 in., L2 = 8 in., and h = 12 in. Use the pressure tributary to the diaphragm (lid) of the box to determine the reaction force V1 between the diaphragm and the shearwall (short side of the box).
What is the wet service factor, CM, for the shear strength o…
What is the wet service factor, CM, for the shear strength of visually graded Southern Pine dimension lumber?
Use the MWFRS Envelope Procedure in ASCE 7-10 Chapter 28, Pa…
Use the MWFRS Envelope Procedure in ASCE 7-10 Chapter 28, Part 1 to answer this question. Assume that the building meets the conditions described therein. You have been tasked with designing an enclosed building. The mean roof height is 15 ft, and the roof angle is 5 degrees. The basic wind speed provided by the local building authority is 125 mph. Assume that exposure category B is applicable and that the building is not located on a hill or an escarpment. Determine the velocity pressure, qh.