QI/ Choose the Correct Answer? 1. Queen closer may be placed A. In header course B. In stretcher course In any position. C In header course next to first brick D In stretcher course next to first brick E 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 B. Front D. Side E. Header 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: A. Long Span C. Intermediate span в. Short Span

QI/ Choose the Correct Answer? 1. Queen closer may be placed A. In header course B. In stretcher course In any position. C In header course next to first brick D In stretcher course next to first brick E 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 B. Front D. Side E. Header 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: A. Long Span C. Intermediate span в. Short Span

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A Concrete Masonry Unit Wall is constructed as follows: • Length 8000 mm Height 4000 mm There are no doors or openings Standard CMU are reinforced with . 20M vertical rebar @1600 o/c • 2 additional 20 m bars at the ends Length CMU Block Wall . There are 1 bond beams at top and bottom reinforced with 1 20M bars • Blocks are 190 high, plus the 10mm mortar Calculate the total volume of rebar required in kg. Height
Q3: A 10-inch hollow, 25-foot-high concrete masonry unit (CMU) wall has the following characteristics: ⚫ Bedding: Face-shell bedding • Mortar: Type N mortar CMU Units Strength: 4,350 psi Bond Beam: Located one course deep below the bearing plate The wall supports a single concentrated load (P) applied concentrically at the top of the wall via a bearing plate. The bearing plate dimensions are 1" thick, 9" wide, and 14" long, effectively covering the wall thickness. 1 P Bearing Length Calculate the maximum axial force considering the following locations in the wall: 1. Below the bearing plate. 2. Below the bond beam. 3. At the wall mid-height. Bearing Plate Bond Beam
"In masonry work, the joint reinforcement is measured:" O In kilogram or pounds In kilogram or pounds stating the number By enumerating By length in meters or feet None of the above
Give Expaination About Bricks Compressive Test Please don't copy
The simply supported 8" thick nominal, solid grouted masonry unit supports a total service dead and live load. The compressive strength of masonry is 2000 psi and grade 60 steel is used. Unit is laid as a running bond Type S mortar. What is Mn of the beam? (Lbs - Ft for units) Determine if the beam can adequately support the applied loads. WOL 2400 lbs/ft WLL = 600 lbs/ft 12-0 28" 32" -2-#5
This is a type of stone masonry wall that is made by laying stone masonry over a prepared bed of mortar, and proceeding in a similar manner to increase the height.
e) Design a lintel over a 2.5 m wide opening in an industrial shed wall as shown in figure below. The thickness of wall is 40 cm, height of opening is 2.75 m and eaves level is 6 m above the floor level. Use M20 mix and Fe415 steel. Unit weight of masonry 19 kN/m³. Check for shear and development length at support are not required detailing is also not required. [Take base angle of imaginary triangle = 60°, unit weight of RCC = 25 kN/m³] Brick Masonry Lintel 2750 mm 2500 mm Lintel over door opening 3250 mm - աջ
Find the minimum theoretical width and height of a rectangular concrete section that will make the beam failure sufficiently ductile. Given: Two layers of 2-Ø25 mm bottom reinforcements fy=414 MPa f'c=35 MPa stirrup diameter=minimum required clear cover=minimum value for beam vertical clear spacing bet. Iayers=minimum value for beam height-to-width ratio=2.0 Note: Ductile failure occurs in beams when the extreme reinforcement layer is strained to 0.004 or greater.
Design a monolithic concrete slab indicated below. The floor slab is to carry a service live load of 2.7KPA uniformly distributed over its surface and service deadloads of 1.1KPa for floor finish and 0.72KPa for ceiling. Use fc = 21MPA, fy = 276 MPa, Unit weight of Conc = 23.54KN/m³. Sketch the reinforcement detail. -4.5000+3.0000-4.0000- -4.5000- 5.2000 SLAB 1 6.4000 7.0000 3.0000
Specific gravity of good stone
solve a, b 1. a Explain the differences between among the terms pattern bond, structural bond, mortar band, as used in connection with brickwork. b. Explain what is meant by, a. brick whythe, b. a weep hole in a brick wall, c. a collar joint, d. common brick, e. brick veneer.
Masonry brickwork has a density of 135 lb/ft3. Determine the maximum height(FT) of a brick wall if the allowable compressive stress is limited to 145 lb/in2. and the brick is 5.0 in. thick and 6.2 in. wide.