Question 3 (26 marks) After conducting analysis on the deck slab of a bridge using ETABS, the nominal (un-factored) mome

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Question 3 (26 marks) After conducting analysis on the deck slab of a bridge using ETABS, the nominal (un-factored) mome

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Question 3 26 Marks After Conducting Analysis On The Deck Slab Of A Bridge Using Etabs The Nominal Un Factored Mome 1
Question 3 26 Marks After Conducting Analysis On The Deck Slab Of A Bridge Using Etabs The Nominal Un Factored Mome 1 (22.35 KiB) Viewed 24 times
Question 3 (26 marks) After conducting analysis on the deck slab of a bridge using ETABS, the nominal (un-factored) moments and shears at a typical interior support are obtained and given in the table below. Find the design moment and shear for the Strength III, Strength V. Strength IV and Service I Limit States. Load Type Concrete slab self-weight Overhang load Parapet load Wearing surface load Traffic load Moment (kN.m) -1.5 0.5 0.7 -0.4 -7 Shear (kN) 3 -0.2 -0.3 1 15
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