Para el próximo problema se debe considerar. Acero A36, orificios de tamaño estandarizado y los pernos están excluidos del plano de corte. Determine la carga resultante en el perno más estresado en las conexiones cargadas excéntricamente que se muestran, utilizando el método elástico. 4 in 4 in 4 in 4 in ° 14 in + P. - 60 k

Para el próximo problema se debe considerar. Acero A36, orificios de tamaño estandarizado y los pernos están excluidos del plano de corte. Determine la carga resultante en el perno más estresado en las conexiones cargadas excéntricamente que se muestran, utilizando el método elástico. 4 in 4 in 4 in 4 in ° 14 in + P. - 60 k

Residential Construction Academy: House Wiring (MindTap Course List)

5th Edition

ISBN:9781337402415

Author:Gregory W Fletcher

Publisher:Gregory W Fletcher

Chapter4: Test And Measurement Instruments Used In Residential Wiring

Section: Chapter Questions

Problem 5RQ: List three important rules to follow in the care and maintenance of meters. (Objective 4-14)

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Prepare a typical bay estimate based on the following information: a. Bay size of 350 feet and a building perimeter of 1,100 feet. b. There are 50 bays in the building. c. Unit prices: • Concrete piles: $950.00 each • Concrete pile caps: $725.00 each • Slab-on-grade: $12.50 per sq. ft. • Structural steel frame: $4.90 per sq. ft. • Roof structure: $10.75 per sq. ft. • Roofing: $8.20 per sq. ft. • Plumbing & HVAC: $9.80 per sq. ft. • Electrical: $6.10 per sq. ft. • Exterior foundations: $100.00 per linear ft. • Exterior walls: 728.00 per linear ft.
In what order are dimensions entered onto the takeoff?
What level of accuracy should the estimator pursue in the measurement of work in a takeoff?
Redo Problem 12.30 assuming that the water table coincides with the top of the fill and that sat(fill) = 19.8 kN/m3. If the other quantities remain the same, what would be the downward drag force on the pile? Assume ' = 0.5fill. 12.30 Figure 12.49a shows a pile. Let L = 15 m, D (pile diameter) 305 mm, Hf = 3 m, fill = 17.5 kN/m3, and fill = 25°. Determine the total downward drag force on the pile. Assume that the fill is located above the water table and that = 0.5fill.