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structural calculations
For the following loading diagram, determine the most economical size based upon the loading diagram. Apply the bending coerr
blem 3 Required Beam Size before applying bending coefficient: Mc MMAx Cb- Required Beam Size after applying bending coeffici
5. SIMPLE BEAM-UNIFORM LOAD PARTIALLY DISTRIBUTED AT ONE END 쁩(21-a) wa R2 V, (when x<a) R-wx Mma Ri Shear = Rix-wr 一R2(1-x)
17. BEAM FIXED AT BOTH ENDS-CONCENTRATED LOAD AT ANY POINT ТОЯ ТОИ TU8 YLI AOIT只3V Т 3.R30 OT 33AR 风= v,( = Vaer when a b) Pr
BEAM OVERHANGING ONE SUPPORT UNIFORMLY DISTRIBUTED LOAD BETWEEN SUPPORTS a Total Equiv. Uniform Load = wl MARE wt wl R 1 2 AT
For the following loading diagram, determine the most economical size based upon the loading diagram. Apply the bending coerricitent and then determine the required sized based upon the effective moment. Loads are unfactored and the beam weight is included in the unit weights. LL = 50 K LL = 1 K/Ft 10'-0" 10-0" 15'-0
blem 3 Required Beam Size before applying bending coefficient: Mc MMAx Cb- Required Beam Size after applying bending coefficient
5. SIMPLE BEAM-UNIFORM LOAD PARTIALLY DISTRIBUTED AT ONE END 쁩(21-a) wa R2 V, (when x a) dy (when x b3b) M' (=Mnur when a b) 3HTO Pa R2 V1 WWⅢM Ma (atpontofload) Shear e Pa2 62 Ma M (when x
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    Answer #1

    Giun data. 5K/t Sok By equld brúsu equations.. 151 RA RD 82. 15 32.15 12.1SK 50 ()5(2) 5(22.5) SFD 31.85 K. So, RA a 82.15 K82.15(x) r36kai) A8TM A6-Steol Repults Soun → (1-Se cHon) wide Flange

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