GO 2. HW3-shear+and+dev.pdf - Foxit PDF Reader File Home Comment View Form Protect Share Help Tel me... EQ. Q Find h T E

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GO 2. HW3-shear+and+dev.pdf - Foxit PDF Reader File Home Comment View Form Protect Share Help Tel me... EQ. Q Find h T E

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Go 2 Hw3 Shear And Dev Pdf Foxit Pdf Reader File Home Comment View Form Protect Share Help Tel Me Eq Q Find H T E 1
Go 2 Hw3 Shear And Dev Pdf Foxit Pdf Reader File Home Comment View Form Protect Share Help Tel Me Eq Q Find H T E 1 (172.2 KiB) Viewed 45 times
GO 2. HW3-shear+and+dev.pdf - Foxit PDF Reader File Home Comment View Form Protect Share Help Tel me... EQ. Q Find h T E Œ TI D Hand Select SnapShot Cipboard Zoom Page Fit Reflow Rotate Typewriter Highlight Link Bookmark Option* Fle Image Audio Attachment Annotation & Video Fill & Sign View Convert Word to PDF Start HW3-shear+and+dev.pdf x A two span beam with each span of 5m (center to center) is carrying a uniform dead load of 60 kN/m (not including self-weight) and a total uniform live load of 80 kN/m. 500x500 mm columns support the beam. Prepare your work according to the following steps: 1. Draw shear and moment diagrams and calculate, M₁,V₁ using ACI code coefficients. 2. Determine the required reinforcement in the longitudinal direction. 3. Design the beam for shear and Calculate the number of stirrups required for the entire beam. •> » 55 2 00 6.9 + 200% 바. Ps NGA 口 D e 2 % << 1/1 - Type here to search 71°F Clear ENG ń 8:55 PM E 6/5/2022
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