CIRCULAR

It is informed that SHADAAN college is not going to provide IS CODE BOOK(IS 800:2007) and Steel tables.so students are requested to carry their own IS code and steel tables......please pass the information to all the students

B.Tech I Year III Mid Marks

CIVIL ENGINEERING
ENGINEERING MECHANICS

Roll No	Des	Obj	Roll No	Des	Obj	Roll No	Des	Obj
101	8	7	121	8	8	141	4	4
102	6	5	122	5	4	142	5	3
103	0	3	123	9	8	143	8	5
104	3	5	124	6	5	144	5	6
105	5	3	125	9	9	145	10	9
106	10	8	126	7	8	146	8	8
107	4	5	127	6	7	147	8	4
108	5	4	128	9	8	148	9	8
109	9	7	129	9	6	149	5	4
110	10	10	130	2	4	150	9	8
111	9	9	131	6	2	151	8	8
112	6	6	132	5	7	152	8	7
113	9	9	133	6	7	153	10	9
114	7	8	134	8	6	154	10	9
115	10	8	135	9	8	155	6	3
116	7	8	136	9	7	156	5	8
117	10	9	137	4	8	157	4	9
118	A	A	138	5	7	158	6	7
119	10	8	139	9	8	159	8	6
120	9	7	140	9	8	160	10	7
						11-115	A	A

Changes, if any, should brought to the notice of me by 10AM 6th May, 2013.
V.Venkat Ramayya, Asst. Professor, CED.

ENGLISH LAB EXTERNAL PATTERN

English lab external pattern:

 20 marks for written test- reading comprehension, paragraph writingother 30 marks for viva with the external, presentation or GD

Cover all the records with a brown or a transparent cover sheet.Attach the print outs of resume and cover letter to the record.Get vocabulary papers also

GTE-II Marks

GTE II Marks

Roll No	Des	Obj	Roll No	Des	Obj	Roll No	Des	Obj
			125	9	6	149	8	3
102	10	4	126	10	4	150	9	3
103	9	4	127	9	5	151	9	4
104	8	3	128	10	5	152	8	4
105	8	3	129	A	A	153	10	6
106	A	A	130	10	3	154	8	4
107	8	3	131	7	3	155	8	3
108	9	5	132	9	4	156	A	A
109	A	A	133	10	4	157	9	4
110	A	A	134	9	4	158	8	4
111	9	5	135	9	3	159	9	3
112	10	4	136	A	A	160	9	3
113	10	4	137	9	5	101	9	5
114	A	A	138	10	5	102	A	A
115	10	4	139	10	3	103	8	4
116	8	5	140	8	2	104	8	4
117	9	3	141	9	3	105	9	4
118	7	3	142	9	3	106	10	7
119	A	A	143	9	3	107	10	6
120	8	3	144	8	6	108	A	A
121	8	4	145	9	7	109	8	5
122	10	4	146	8	6	110	10	4
123	10	4	147	8	2	111	A	A
124	5	5	148	8	1	112	9	6

NOTE:
1. Roll No's 6, 14 and Le 8 are absent for both the tests.
2. Corrections if any should be brought to the Notice of me before 4PM 22/04/2013.

V.Venkat Ramayya, Asst. Prof, CED, MGIT.

GTE - II Assignment No. 2

MAHATMA GANDHI INSTITUTE OF TECHNOLOGY

DEPARTMENT OF CIVIL ENGINEERING

GEOTECHNICAL ENGINEERING – II

Assignment – 2

Date of Issue: 8^th April, 2013

Last Date of Submission: 15^th April, 2013

Roll No’s: 10261A0102-136

1.    Explain Terzhaghi’s Bearing Capacity Analysis to compute Ultimate Bearing Capacity for General Shear Failure Conditions.

2.    Determine the safe bearing capacity of rectangular footing 1mX2m founded at a depth of saturated clay having a unit weight of 20kN/m³. The unconfined compressive strength of the soil is 100kN/ m². Use Skempton’s Equation. Use a factor of safety as 2.5

3.    Describe the forces acting on a well foundations. 

4.    Explain the following terms

(a)   Ultimate bearing Capacity

(b)   Net Ultimate bearing capacity

(c)   Gross safe bearing capacity

5.    A continuous footing of width 2m is to be placed at a depth of 1.5m below the ground surface on a sandy clay soil. The properties of the soil are: c=20kN/m², ɸ=30⁰ and γ=18kN/ m³. Calculate the ultimate bearing capacity for the following cases.

i.                    No effect of water table.

ii.                  Water table at the base of the foundation.

iii.                Water table at the Ground surface.

 Take N_c =30, N_q =18 & N_γ=22

                                        

Roll No’s : 10261A0137-160 & 11265A0101-112

6.    Explain the IS Code Method of finding the bearing capacity of the strip footing for eccentrically loaded case.   

7.    Explain situations where PILE foundations are preferred and enumerate on classification of PILE foundations.

8.    The following results were obtained from a Plate load test conducted on a Sandy Clay Stratum using a standard plate of 30cm square plate at  a depth of 1.5m below ground level. Determine the allowable load on a 1.8m square footing founded at same depth.         

Pressure (kN/ m²) 25   50     100   200   300   400   500  

Settlement (mm)   0.4  0.9    1.8    3.6    6.2    9.2    14.0

9.    Explain the following terms

(a)   Allowable bearing Pressure

(b)   Safe bearing Pressure

(c)   Net Safe bearing capacity

10. Explain the method of conducting PILE load tests to determine the allowable load on piles.

-ooOoo-

CTPM ASSIGNMENT - 2nd Mid

LAST DATE OF SUBMISSION - 12-03-2013

1.Explain the common types of engineering contracts and compare the following types of contracts

a.Item rate contract v/s lump-sum contract.

b.Cost plus contract v/s turnkey contract.

2.For the data given in the table perform resource leveling within the minimum project duration for the smaller number of workers if the activities cannot be split.

Activities	Duration(days)	No of workers
(1,2)	8	4
(1,3)	7	10
(1,5)	12	5
(2,3)	4	6
(2,4)	10	7
(3,4)	3	5
(3,5)	5	8
(3,6)	10	7
(4,6)	7	11
(5,6)	4	3

3.A construction company engaged in undertaking small projects has recently been

awarded a project .The project activities and the estimated time for  their completion are

listed below along with the information on immediate predecessors.

a.Construct a network for the project.

b.Determine the  critical path and the project completion time.

c.Determine the time interval within which the probability of completion of the project

will be 90%.

                                                         

Activity	Days			Immediate predecessor
	t0	tm	tp
A	8	10	12	-
B	6	7	9	-
C	3	3	4	-
D	10	20	30	A
E	6	7	8	C
F	9	10	11	B,D,E
G	6	7	10	B,D,E
H	14	15	16	F
I	10	11	13	F
J	6	7	8	G,H
K	4	7	8	I,H
L	1	2	4	G,H