Q19. Figure shows the line drawing of a residential building draw to a scale of the following, (a) Plan (b) Section along AB (c) Front elevation The following specification are to be adapted foundation: Depth 1000 mm, CC bed 1000 mm x 300 mm, two footings with an offset of 50 mm and 250 mm thickness each. Basement: 600 mm high, Thickness of wall at this level is 400 mm Walls : Brick masonry in CM : 1:6, 300 mm thick Roof : RCC slab 120 mm thick, provide doors, windows, ventilators, steps etc., as per standard dimensions, assume any data required. A W Kitchen and Bed room dinning W W 4500 x 4500 iD D 4000 x 4000 Toilet V Living room 4000 x 1000 2000 x 2000 ! W Bed room W 4000 x 4000 D Verandah W 2000 wide Figure

Q19. Figure shows the line drawing of a residential building draw to a scale of the following, (a) Plan (b) Section along AB (c) Front elevation The following specification are to be adapted foundation: Depth 1000 mm, CC bed 1000 mm x 300 mm, two footings with an offset of 50 mm and 250 mm thickness each. Basement: 600 mm high, Thickness of wall at this level is 400 mm Walls : Brick masonry in CM : 1:6, 300 mm thick Roof : RCC slab 120 mm thick, provide doors, windows, ventilators, steps etc., as per standard dimensions, assume any data required. A W Kitchen and Bed room dinning W W 4500 x 4500 iD D 4000 x 4000 Toilet V Living room 4000 x 1000 2000 x 2000 ! W Bed room W 4000 x 4000 D Verandah W 2000 wide Figure

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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Q19. Figure shows the line drawing of a residential building draw to a scale of the following, (а) Plan (b) Section along AB (c) Front elevation The following specification are to be adapted foundation: Depth 1000 mm, CC bed 1000 mm x 300 mm, two footings with an offset of 50 mm and 250 mm thickness each. Basement: 600 mm high, Thickness of wall at this level is 400 mm Walls : Brick masonry in CM : 1 : 6, 300 mm thick Roof : RCC slab 120 mm thick, provide doors, windows, ventilators, steps etc., as per standard dimensions, assume any data required. A W V Kitchen and Bed room W W dinning 4500 x 4500 i D 4000 x 4000 Toilet 2000 x 2000 V Living room 4000 x 1000 W Bed room W 4000 x 4000 D Verandåh W 2000 wide W Figure
3. Estimating CHB wall materials considers the following except; A. Thickness of CHB D. Spacing of vertical reinforcement B. height of the wall C. depth of CHB footing E. all of the above
6'-6" 3 ASSUME CONCRETE = 150# / 173 5012 35/43 IS THE WALL STABLE?
Determine the number of blocks needed to build the exterior stacked block wall from the footing to the top of the stacked block wall. Make sure to make calculations that will let you measure the below grade and exposed wall sections. (The stacked block unit is 8-inches x 8-inches x 16-inches; the decorative block has been eliminated and replaced with the stacked block used in the remainder of the structure.) Materials (per 100 s.f. face area Concrete Block Brick Materials 8 x 16 8x 18 5x 12 2.67 x 4 x 8 No. of Units 112.5 100 240 675 Mortar (Cu. Ft.) Face shell bedding 2.3 2.2 3.6 7.2 Mortar (Cu. FR.) Face shell and web bedding 3.2 3.0 2.5 7.2
Note:hand written solution should be avoided.
Using the drawings for Billy’s Convenience Store, in Appendix F, the quantity of concrete and reinforcing steel required for the spread footings.
A large industrial plant is being built. P\The plan includes limestone coping installed on top of the walls. The building measures 300' x 100'. The specifications require that there be an expansion joint every 50' in the coping. How many expansion joints are required?
3'-0" B1 (12W-20 D) 31 (12 WX20 D B2 (12"WX20 D) 82 (12"WX20 D 25'-0" 25'-0" FLOOR FRAMING PLAN NO SCALE 3 EQUAL SPACES 8'-4" 3'-0" -25'-0" (TYP) A 62 (12°W+20°D) (0₂0ZXM_21) 28 (CLOZIM,ZL) LA B1 (12Wx20 D 30⁰-0 30'-0" -CONC COL 24 SQR (TYP) 3-0⁰ 0-0
The detail drawings of the concrete footings for a building are shown below. The bars to be ordered shall be Ø16mm x 6.00 meters. Estimate the number of bars required for 15 pieces of these footings. COLUMN (REINFORCING BARS NOT SHOWN) 1.00M 0.30M COCCESO 0.30M 1.00M COLUMN (REINFORCING BARS NOT SHOWN) 5-16MM BARS EACH WAY 0.35M ကျောက်တူး
1. Draw the isometric section detail of a concrete footing having a size of 1200 mm x 1400 mm with a depth of 300 mm. with a 9-16 mm Ø deformed reinforcing bars both ways above a 200 mm x 300 mm size column having 4-16 mm Ø and 4-12 mm Ø deformed reinforcing bars with 10 mm Ø lateral ties with a spacing of 2 - 0.050, 3 - 0.075, 4 - 100 mm and with #16 tie wire.
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
Design the largest interior and edge panel of the slab for the plan system shown below (Follow the Direct Design Method for the slab analysis). fc′ = 4 ksi fy = 60 ksi. Height of building = 10′, Column dimensions = 12″ x 9″ . Live Load 75 Psf, Additionaldead load =100 Psf. Assume any other necessary data by yourself. Provide drawings of the slab. Consider is one case that the slab is flat without any beams and in another case it has beams 12 inch deep and 9 inch wide. Try to optimize the design as much as possible.