Pearson eText for Materials for Civil and Construction Engineers -- Instant Access (Pearson+)
Pearson eText for Materials for Civil and Construction Engineers -- Instant Access (Pearson+)
4th Edition
ISBN: 9780137505586
Author: Michael Mamlouk, John Zaniewski
Publisher: PEARSON+
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Chapter 10, Problem 10.32QP
To determine

Write the main types of engineered wood products.

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P What's the stress increase, DUZ (induced stress) at point p according to the chart shown? Show work and mark the chart to demonstrate how you came up with an answer 36ff Qis 24f+ P (at depth 12ft) Point R is below Q, which is on the edge of the footing. 24 ft from one corner (thus 12 from the other). Show how to divide the area into two and use the principle of Super position to calculate stress increase (DJ₂) aka induced stress at R. Draw a plan view of Area I and Arca 2. Find L1, B₁, and 2, dimensions and indicate them accordingly on both Area 1 and Area 2 24f1 - 24ft •R (depth 12ft)
. For the cast-iron piping shown in Fig. 4, calculate the flow rate if H = 8 m. (e=0.26 mm, v=1.0×10m²/s) Include all losses.) 2 m Water H 20°C 20 m 40 m T 2 cm dia. 4 cm dia. Angle valve (wide open) (4.7)'
A5.2- A simply supported beam with the given cross-section, as shown in Figure 2, is subjected to factored uniform load of 50 kN/m. The designer would like to cut-off 2-30M bars where they are no longer required by the design. Determine the cut-off point for 2-30M bars according to CSA 23.3 requirements. Given: Concrete: Normal density with f'c = 30 MPa Reinforcement: Uncoated rebars with fy = 400 MPa Shear reinforcement is in excess of CSA 23.3 minimum requirement: 10M Clear cover to the stirrups: 40 mm Columns: 500 mm x 500 mm 9 m W= 50 kN/m Figure 2 h=600 mm b=500 mm Cross-section As = 5-30M
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