see attached file
A 1-1/4 inch schedule 40 steel pipe is to be used as a longitudinal brace connecting an 8- inch main to a nominal 6 x 12 wood beam with a single 5/8-inch through bolt as shown below. Assuming that the sway brace assembly fittings are listed for a load of 800 lbs determine the following. What is the maximum allowable load capacity of the following:Maximum allowable load capacity of the brace?
Maximum allowable load capacity of the brace fittings?
Maximum allowable load capacity of the through bolt fastener?
What is the maximum required distance of the bolt from the bottom of the beam? *
Given the layout of the building and sprinkler system in Figure 2.8, indicate which seismic protection features are required and where they should be located. Specifically address longitudinal braces, lateral braces, restraining means, flexible couplings, clearance and seismic separation assemblies. The building, which is located in Boston, MA has a single story and was constructed in two phases. The main building, which measures 120 ft by 90 ft was constructed during phase one. An office addition was added to the complex as a freestanding structure as part of phase two and measures 60 ft by 60 ft.
Assume the Ss for the California area is 28 (0.28 g). Earthquake protection is required for a new terminal at the International Airport, and the foundations are designed to rest on hard rock. Determine Fp values using both the NFPA 13 simplified method and the 2005 ASCE 7 method. Values of ap and Rp are as given in NFPA 13 and in the slides.
Is seismic protection needed for a water-based fire protection system for the high-rise office building located at 175 W Jackson Blvd, Chicago, IL based upon the IBC? Provide all references for your response.
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