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A contractor has selected a W14x74 simply supported beam for a high rise construction project. The span length for the provided beam is set at 30 feet. The maximum factored applied moment is determined to be 400 kip*ft. What is the required bracing location for the beam?
A) 15 feet
B) no bracing needed
C) 22 feet
D) 19 feet
write an algorithm to find simple intrest
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#questidisadvantage of steelon..
is the seismic joints like falling joints ? thanks :)
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h = u + pv is a combination of properties and hence must also be a property. h is the SPECIFIC ENTHALPY in kJ/kg H = U + pV is the ENTHALPY in kJ
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