Dead load on beams Consider the plan shown in the figure below. Assume a total dead load of 50 lb/ft2 in the floor (do not include the self-weight of beams in this problem). Compute the distributed dead load in lbs/ft on Beam B4 related to the dead load 9 I G1 A1 B-I- C1 B3 B1 40' —— 2 A2 -I- I G2 I C2 B4 B2 30¹ G3 C3 3 -I A3 I 2@13' = 26' 2@13' = 26'

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Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.