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Can the applicable reduction in live loads on beams and columns applied to design foundations elements #ASCE7-10 #LiveLoads ------------------------------ Vijaya Saidu R.Eng, M.ASCE Civil and Structural Engineer Chaguanas ---------------------- ...
The first interpretation is correct. Each story-length of column is treated as a unique element. In this case, the first story column supports two floors and the second story does not. ------------------------------ Ronald Hamburger, SE Consulting ...
have a technical question about provision 4.7.3 in ASCE 7-22 (see provision below). "4.7.3 Heavy Live Loads Live loads that exceed 100 lb/ft2 (4.79 kN/m2) shall not be reduced. EXCEPTION: Live loads for members supporting two or more ...
In ASCE 7-22 Ch 30 Part 2 they state that it's applicable to Mansard roofs; however, in table 30.4-1 no indication is provide as to what figure to follow for mansard roofs. I can't find any figure that relates to mansard roofs. Anyone know if this was ...
Following the provisions of AISC 342-22 and referencing ASCE 41-17 where needed, I am trying to develop force-deformation relations for a modern RBS connection properly designed and detailed per AISC 341. The curve should be Type 1 in AISC 342 Fig. C1.1 ...
#Seismic #EarthquakeandEarthquakeLoads #Other
ASCE/SEI 74-23, is intended for use in the design of new buildings and other structures constructed of pultruded fiber–reinforced polymer (FRP) composite structural shapes, connections, and prefabricated building products. It addresses pultruded FRP structural shapes that have symmetric and balanced glass reinforcement and fiber architecture combined with a polymeric matrix.
#Other
ANSI/ASCE/EWRI 33-23, serves as a comprehensive framework designed to assist riparian governments in effectively managing shared water resources. This agreement offers practical guidance for national and state governments, as well as other stakeholders involved in establishing water quality standards for sustainable management of transboundary water resources.
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