

P29 The distribution of soil leading on the bottom of * building slah is shown. Replace...
4-114. The weights of the various components of the truck are shown. Replace this system of forces by an equivalent sultant force and specify its location measured from point A. 3500 1b 5500 lb 1750 lb 3 ft 2 ft Probs. 4-113/114
110 lb L M 45 lb M-180 lb.in F = 26 lb a = 56 deg L=12 in d6.5 in Replace the shown forces and couples by an equivalent force couple system at point C. Specify the magnitude and the direction of the resultant force measure clockwise from the negative xos. Answer.
| 10 lb y F L ВІ M 45 lb M = 144 lb.in F = 25 lb a = 52 deg L = 14 in d = 6.7 in Replace the shown forces and couples by an equivalent force couple system at point C. Specify the magnitude and the direction of the resultant force measured clockwise from the negative x axis.
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Problem 1 10 lb y F L ВІ M 45 lb M = 194 lb.in F = 36 lb a = 53 deg L = 12 in d = 7.2 in Replace the shown forces and couples by an equivalent force couple system at point C. Specify the magnitude and the direction of the resultant force measured clockwise from the negative x axis. Answer:
Soil mechanical
Soil mechanical
Q3:- The old building (A) is to be removed and replaced by a new building (B), as shown in Figure (93). The vertical pressure at the center of the clay layer from the building (A) and building (B) is equal to 13.64 kN/m' and 23.3 kN/mrespectively, Find:- 1. O.C.R after removing building (A). 2. The void ratio (e) of the clay layer: a. Immediately after removing building (A). b. After a very long time from removing...
Consider the office building shown below. The building is located in New Orleans, LA, at ground level near the coast. The structure is a reinforced concrete frame. 3@30 ft = 90 ft 6th floor 5th floor 4th floor 3rd floor 2nd floor 1st floor 5@12 ft = 60 ft D4 Elevation 4@25 ft = 100 ft Plan View Assume the following values for dead and live loads: Dead load from slab: Ws = 70 lb/ft Self-weight of beams: Wb =...
Spring 2018 ROY G. PERRY COLLEGE OF ENGINEERING Name PRAIRIE VIEW A&M UNIVERSITY Class Roster Number 4. Replace the loading by an equivalent resultant force and specify its location on the beam, measured from point B 15 Points 1600 Ib/tt 000 lb/ft 12 ft 9 ft
subject: soil mechanics
03:- The old building (A) is to be removed and replaced by a new building (B), as shown in Figure (Q3). The vertical pressure at the center of the clay layer from the building (A) and building (B) is equal to 13.64 kN/m² and 23.3 kN/mº respectively, Find:- 1. O.C.R after removing building (A). 2. The void ratio (e) of the clay layer: a. Immediately after removing building (A). b. After a very long time from removing...
In the figure shown below, there is a rectangular load distribution acting on the beam. Calculate: Note: Draw all reactions in the positive x and y directions. w lb/ft L/2 ft L ft COLLAPSE IMAGES O hours : 51 minutes : 37 seconds * = 80 lb/ft L-aft The magnitude of the resultant force from the rectangular distributed load. 16 ENTER 8 t rening point possible The location of the resultant force of the rectangular distributed load measured from A....
subject / soil mechanics
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Q3:- The old building (A) is to be removed and replaced by a new building (B), as shown in Figure (03). The vertical pressure at the center of the clay layer from the building (A) and building (B) is equal to 13.64 kNm and 23.3 kN/m” respectively, Find:- 1. O.C.R after removing building (A). 2. The void ratio (e) of the clay layer: a. Immediately after removing building...