Verify the available flexural strength of W18×50 shape for the beam shown below. The unfactored loads are a uniform dead load of 0.45 kip/ft and a uniform live load of 0.75 kip/ft. Use the LRFD load combinations to find the required flexural strength. Wo 0.45 kip/ft w₁ = 0.75 kip/ft 35'-0" Beam Loading & Bracing Diagram (full lateral support)

Reinforced concrete design is the subject

The beam shown below is subjected to a uniform live load, ωL = 1k/ft. In addition, the beam must resist a superimposed dead load, ωD.S = 0.8k/ft as well as its self-weight. The concrete strength is 6,000 psi and the steel is Grade 60. The beam is not in contact with the ground or exposed to weather (hint: cover). Calculate the nominal and design shear strengths of the beam section. Is the beam shear design adequate? If so, redesign the beam to make the design more economical. If not, redesign the beam for shear to ensure the design is adequate per ACI 318-19 standards. . The beam shown below is subjected to a uniform live load, ωL = 1k/ft. In addition, the beam must resist a superimposed dead load, ωD.S = 0.8k/ft as well as its self-weight. The concrete strength is 6,000 psi and the steel is Grade 60. The beam is not in contact with the ground or exposed to weather (hint: cover). Calculate the nominal and design shear strengths of the beam section. Is the beam shear designadequate? If…

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