Introduction






Static Design for
 Slabs.
Beams.
Columns.
Shear Walls.
Water Tank
Swimming Pool.
Mat Foundation.










Codes of Design







Unit 






Methodology 





Design Of Slabs





Slab A












Check slab thickness for shear






Modification of the slab in SAP





Check slab thickness for shear






Check slab thickness for shear





Design for moment 







Design for moment 






Design for moment 







Design for moment 






Deflection






Slab B





Slab B 





































Deflection






Design of Beams 





Design of Beams (A)























Deflection 





Beams Reinforcement (moment)





Stirrups of beams (A)





Beams in floor (B)






Reinforcement of Beams (B)





Design of Columns and Shear Walls




Columns






Columns






Columns





























Shear Walls










Mat Foundation






























(x)




















Water tank and swimming pool






Tank Plan (in meters)





Swimming Pool Plan(in meters)































Reinforcement :


	wall 	Tu	Tdesign	As (mm2/m)	# of bars (
	1	135	264.13	698.75	
	2	140	273.91	724.62	
	3	120	234.78	621.11	
	4	120	234.78	621.11	
	5	250	489.13	1293.98	






	wall 	Vu	Vdesign	Vc	Vc > Vd
	1	75	102.27	231.50	ok
	2	80	109.08	231.50	ok
	3	80	109.08	231.50	ok
	4	75	102.27	231.50	ok
	5	20	27.27	231.50	ok

	wall 	Mu11	Md		AS	Asmin	#  of bars
	1	50	68.15	0.00149	521.16	875	
	2	30	40.89	0.00089	311.02	875	
	3	50	68.15	0.00149	521.16	875	
	4	30	40.89	0.00089	311.02	875	
	5	20	27.26	0.00059	206.80	875	







66


	wall 	Mu22	Md		AS	Asmin	#  of bars
	1	15	20.44	0.00044	154.89	525	
	2	40	54.52	0.00119	415.81	525	
	3	30	40.89	0.00089	311.02	525	
	4	40	54.52	0.00119	415.81	525	
	5	20	27.26	0.00059	206.80	525	

		Mu22		AS	Asmin	#  of bars(16)
	base	10	0.000216	75.60	630	
	base pool	20	0.000433	151.49	630	
	base tank	50	0.001088	380.95	630	

		Mu11		AS	Asmin	#  of bars
	base	10	0.000216	75.60	630	
	base pool	20	0.000433	151.5	630	
	base tank	160	0.003561	1246.52	630	







Simple Dynamic Analyses





Methodology





Some input data needed:


















Time history:






Rampth:






Unifith: 





Sinusoidal:







Function from file (elcentro):






Response spectrum:






Equivalent static






Results:
	Comments	Global Fy(kn)	Output case
	 	5253.547	Equivalent static
	Large defective	34988.354	elcentro
	Large defective	45828.778	sine1.1411
	Small	1552.849	sine.1141
	Same as rampth	25991.058	sine11.41
	 	22643.14	rampth
	Twice of rampth	44579.687	unifith
	 	5868.534	Response spectrum






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