7 large concrete blocks are going to make up one sideof a foundation of a shed. Two of the blocks have ahalf circle hole in the side of them, so when they areput together, electrical conduits can be run under thebuilding. if these two blocks must always be next toeach other, how many ways can the 7 blocks beplaced in a row to make up the foundation section?NotesComments e 88 7+73%9:04.AM04/05/2020.acer

There are 7 large concrete blocks which are to be used to make one side of the bed. Two blocks…

Answered: 7 large concrete blocks are going to…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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dhother question will save this response. Question 18 Out of the following wall types, which one has the highest bending stiffness? O Concrete diaphragm wall with thickness of 250 mm. O Concrete diaphragm wall with thickness of 200 mm. O Concrete diaphragm wall with thickness of 230 mm. O Concrete diaphragm wall with thickness of 220 mm. A Moving to anoth
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16:43 A E "O. O 1L Sl +C Screenshot_2021-04.. Instructions: (i) Figures in the right margin indicate full marks. (ii) Each set of questions should be answered in sequence. (iii) Answer all questions Section-A 1. Determine the maximum column load that can be applied on a 1.5 m x 1.5 m square foundation placed at a depth of 1.0 m within a soil, where y =19.0 kN/m³, c'=10 kN/m? and o'= 24°. Allow a factor of safety of 3. 2. Determine the net ultimate bearing capacity of a mat foundation measuring 20m x 8m on a Saturated clay with Cu = 85 kN/m?, o'= 0 and Dr = 1.5 m. Sand with the allowable settlement is 50 mm, and Neo = 10. Section-B 3. Determine the maximum load that can be allowed on a 45cm x 45cm diameter bored pile shown in Figure-1 allowing a factor of safety of 3. Take SPT value at the bottom of pile 40. Sand y = 17.0 kN/m³ o' = 31° 8 m Sand 10 m Ysat = 19.0 kN/m3 d' = 33° Figure - 1 4. If the total service load on column is 800 kN, calculate the number of piles required to carry…
The following diagram shows a partial floor framing plan of an elevated walkway building connecting an airport terminal building to the adjacent garage. The concrete floor is not post- tensioned. Material properties are: - Concrete weight: wt = 150 pcf - Concrete compressive strength: f'c = 4000 psi - Steel tensile strength: fy = 60 ksi - Stirrup consists of #4 bar - Framing members are not exposed to weather or in contact with soil. Per the ACI, what is the minimum slab depth? Consider both the interior slab and the cantilevered slab at the edge of the building. 30-0¹ B4 B4 B4 83 Column 52 SI 30-0 -Sab Mark Dean- B4 B4 B4 83 B 30-0¹ BI B2 B2 BI -Girder 12 A 1 3-4 Ei 13:4 05 40-0 to 2
You are a structural Engineer who works in Dar Al Handasah company. Your ene-up-direct manager has called for a meeting and providedyou with the below schematic design of a concrete beam that might þe implemented at one of the sites. You were requested to calculate the following: (make 15 KN bold) 40 KN 15 KN 20 KN 45 30 KN 40 KN 16 20 Figure 1: Concrete Beam 1. Find the equivalet forces of the disturbedloads. 2. Sketch the beamshowingwith all the applied forces (reaction and equivalent forces) and allocat theminto thetheir suitable locationsproperpoints. 3. Apply the momentequations in the equilibrium state to find the value ofthe reaction forces at points A and B. 4. Ifthe given beamin Figure 1 compressedehrank to be 19.98 meter where the originaltempreture was atthe giventemperature T1=200 K, find the temperature (T2) afterthe compressionelminking.

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