Q- Queen Closer: A part of a regularbrick where the cutting arelongitudinal and are usuallyplaced..placed the queen closer at theadjacent brick on the strecher in thecorner to ensure the required brickdistance.O Non of themIn each rows on the head, place aqueen closer adjacent to the brickO on the length in the corner to avoidcontinuous perpend joints betweensequential rows.In each rows on the head, place aqueen closer adjacent to the brickon the length in the corner.

Queen closer- When a brick is cut along its length, making it two equal halves then it is called…

Answered: Q- Queen Closer: A part of a regular…

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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QI/ Choose the Correct Answer? 1. Queen closer may be placed A. In header course B. In stretcher course E In any position. C In header course next to first brick D In stretcher course next to first brick 2. The foundations are placed below ground level, to increase A. Strength B. Workability C. Stability of structure D. All the above. 3. The 11 cm x 7.5 cm side of a brick as seen in the wall face, is generally known as: A. Stretcher C. Face Е. Неader в. Front D. Side 4. Buildings can be classified according to construction Method to: A. cast in situ and Pre cast B. Nonstructural Buildings C. Lightweight structures 5. The Ribbed Slabs are known: B. Short Span A. Long Span C. Intermediate span
1.Curing is the -----in which the concrete is protected from loss moisture. 1.process 2. progress 3. durability 2.All formwork should be eased gradually in order to ---- the load being suddenly transferred to concrete. 1.light 2. prevent 3. car fully 3.Width of gravity wall concrete block between----mm 3.40-100 1.30-80 2.40-90 4.The metal Ties in Gravity walls are coated with------ 1.hot tar 2. cheap material 5.EPS made from------ 1.polystyrene 3.hot plastic 2. monomer styrene 3. photolysis 6.Thermal insulation has greatest potential for reducing----- 1.001 2.CO2 3.03 7.Reason of clay Bricks contain-----whit crystals that appear irregular. 1.soluble salt 2. binding coarse 3. light material 8. Gable window are provided in gable end of 1.floor 2. frame 3. roof 9.Failure occurs in long column due------ 1.lateral instability 2. axial load 10.TO decrease the soluble salt inside brick using------ 2. saturation 1.drying 3. soaked 3. material failure
7:22 docs.google.com & L = 2B + t 7. The Iragi standard No. 25/1988 classification of bricks is based on (i) compressive strength (ii) water absorption (iii) EffloresceOf the above * only (i) is correct (i) and (ii) are correct (i) and (iii) are correct (i), (ii) and (iii) are correct 8. Which of the following constituent in earth gives plasticity to mould bricks in suitableshape? * Silica Lime Alumina Magnesia 9. A good brick when immersed in water bath for 24 hours, should not absorb water more than O O
Question 5 a) The stability and strength of a frame may be enhanced by the infill wall, but for design purposes the frame is considered independently therefore settlement of the frame and differential thermal movement must be absorbed between the two elements. Possible constructional form of a lintel is shown in Fig. 1 below. What stresses is the reinforcing bar included supposed to withstand or resist? Fig. 1
For parallel nonpresstressed reinforcement in a horizontal layer, clear spacing shall be at least the greatest of ____ db and (4/3 max diameter of aggregates) a) 25mmb) 50mmc) 10mmd) 40mm
Question Discuss the Plastic Hinge Length for this :- O simply supparted with concentrated Lead. simply supparted with uniform Load. O Simply supprted with two concentrated Load 4 Cantliver beam with cancentrated Lead at,end. Free Cantliver bea with distributed Load. you Can use wusw.concrete.org> SP_12 this salution to Find subject/Advanced Concrete Design Dear, flease help me to find solution far it question. un 部 odd case(4) Case Q) P case(3) Case (4) A case(5) distributed load (u)
With fugure solve . Don't copy paste
Determine the values of the distance cfrom the extreme concrete corppression fibers to the neutral axis, andr, for the beam shown in the following Figure fy 60,000 psi and fc 3000 psi. 0.003 21 in d-c 389 bars 3.00 in) = (0.003) 12 in Select one: a. 6.90 in, 0.0061 b. 6.25 in, 0.0069 c. 7.50 in, 0.0085 d.5.93 in, 0.0076
By the method of composite volumes, determine the centroidal coordinates of the volume. -4 in-/ -4 in. 3.5 in. 6.5 in. 17 in. 8 in. Fig. P8.52
If the overall temperature of the concrete exceeds the concrete may flash set. O 120F O 100F O 110F O 90F
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Give the comparison of the Pre – Stressed Concrete andthat Cast in Place concrete.

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