Course work 2. Assignment There is a construction of a New Mosque in Muscat City. The site has a weak shallow bearing strata based on soil exploration (Standard Penetration Test). making it necessary to transfer load to a deeperstrata using bearing piles. In this mosque construction the following structural elements are to be designed based on the analysis. 0 Spherical dome design Design of circular slab () Design of pile cap (4-Ple group) This kind of special type project should be elevated from the original ground level. So it has to maintain two different elevations with the help of cantilever type retaining wall since the height is not more than 55 m. Total four tasks as follows: 1. Design of spherical come with ring beam 2. Design of circular slab with simply supported condition 3. Design of pile cap (4-ple group) for one column 4. Design of Cantilever type retaining wal mainly dimensioning, design of stem and check for sliding Note: Provide reinforcement details for all the four tasks Data for task 1: Design of spherical dome with ring beam Diameter of dome is X1m Rise of 150 m. Characteristic permanent action (dead load) inclusive of all loads - Ekim Characteristic lantem load point load) at crown BN Characteristic strength of concrete it) - 35mm Characteristic strength of steel) - 500 Nimm Assume cover Data for task 2: Design of circular slab with simply supported condition Effective span - X2 Floor finish 15 km Imposed load 3 Characteristic strength of concrete (1) - 35mm . Characteristic strength of steella) - 500 mm Assume cover Data for task 3: Design of pile cap (4-pile group) for one column 4.ple group Diameter of each pile = x3 mm GEAD Page 2 of FIQAPI021001 Square column sie 550 x 550 mm (located at CG of pleca) Ultimate load on column 5000 KN Spacing between piles in X. direction 1.30 m Spacing between piles in Y direction - 1.30 m Characteristic strength of concrete (t) = 35mm Characteristic strength of steel (f) - 500 Nimm Assume cover Data for task 4: Design of Cantilever type retaining wal mainly dimensioning of retaining wall, design of stem and check for sliding Cantilever retaining wall to retain earth embankment X4 m high above ground level Density of earth 18 km The embankment is horizontal at its top Angle of repose of sol 30 Sale bearing capacity of soil - 200 km Coefficient of friction between soil and concrete - 0.7 Characteristic strength of concrete (1) - 35 mm Characters that all 500 mm Course work 2. Assignment There is a construction of a New Mosque in Muscat City. The site has a weak shallow bearing strata based on soil exploration (Standard Penetration Test). making it necessary to transfer load to a deeperstrata using bearing piles. In this mosque construction the following structural elements are to be designed based on the analysis. 0 Spherical dome design Design of circular slab () Design of pile cap (4-Ple group) This kind of special type project should be elevated from the original ground level. So it has to maintain two different elevations with the help of cantilever type retaining wall since the height is not more than 55 m. Total four tasks as follows: 1. Design of spherical come with ring beam 2. Design of circular slab with simply supported condition 3. Design of pile cap (4-ple group) for one column 4. Design of Cantilever type retaining wal mainly dimensioning, design of stem and check for sliding Note: Provide reinforcement details for all the four tasks Data for task 1: Design of spherical dome with ring beam Diameter of dome is X1m Rise of 150 m. Characteristic permanent action (dead load) inclusive of all loads - Ekim Characteristic lantem load point load) at crown BN Characteristic strength of concrete it) - 35mm Characteristic strength of steel) - 500 Nimm Assume cover Data for task 2: Design of circular slab with simply supported condition Effective span - X2 Floor finish 15 km Imposed load 3 Characteristic strength of concrete (1) - 35mm . Characteristic strength of steella) - 500 mm Assume cover Data for task 3: Design of pile cap (4-pile group) for one column 4.ple group Diameter of each pile = x3 mm GEAD Page 2 of FIQAPI021001 Square column sie 550 x 550 mm (located at CG of pleca) Ultimate load on column 5000 KN Spacing between piles in X. direction 1.30 m Spacing between piles in Y direction - 1.30 m Characteristic strength of concrete (t) = 35mm Characteristic strength of steel (f) - 500 Nimm Assume cover Data for task 4: Design of Cantilever type retaining wal mainly dimensioning of retaining wall, design of stem and check for sliding Cantilever retaining wall to retain earth embankment X4 m high above ground level Density of earth 18 km The embankment is horizontal at its top Angle of repose of sol 30 Sale bearing capacity of soil - 200 km Coefficient of friction between soil and concrete - 0.7 Characteristic strength of concrete (1) - 35 mm Characters that all 500 mm