Sunday, July 20, 2014
TRANSPORTATION ENGINEERING-( I & II ) NOTES
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B.TECH CIVIL 6TH SEM IRRIGATION ENGG-I STUDY MATERIALS
IRRIGATION ENGG-I NOTES
Tuesday, July 15, 2014
Sunday, July 13, 2014
MDU B.TECH CIVIL 3RD SEM STRUCTURAL ANALYSIS QUE PAPER..............
B.TECH 3RD SEM.
STRUCTURAL ANALYSIS -1
PAPER: CE -201 –F
DEC - 2010
SECTION - A
Q.NO. 1 (a).
State “Hook’s law and it’s applications”. 05
Q.NO. 1 (b). A load of 400KN is applied on a short concrete column 250mm×250mm and the column is reinforced with steel bars of total area 2512 mm2 . if the modulus of elasticity for steel is 18 time, that of concrete, . Find the stresses in concrete and steel. 15
Q.NO. 2(a)
Derive the expression for normal stress and tangential stress on a oblique section of a body subjected to direct stresses in two mutually perpendicular direction. 10
Q.NO. 2(b)
At a point in a strained material, is subjected to two mutually perpendicular tensile stresses of 20 kN/cm2 and 10 kN/cm2 . Determine the intensities of normal stress and resultant stress on a plane, inclined at 50° to horizontal axis i.e. axis of minor principal stress. 10
SECTION –B
Q.NO. 3
A I-section is as shown in fig. . It is subjected to a bending moment of 5000 N-m at its neutral axis . Find the maximum stress induced in the beam.
20
20
Q.NO. 4(a)
Drive a torsion equation for a circular shaft. 10
Q.NO. 4(b)
A wooden beam 15cm wide and 20cm deep is reinforced at the bottom by a steel plate 15cm wide and 1.2 cm thick . if the allowable stresses in wood and steel are 1 kN/cm2 and 13 kN/cm2 respectively. Find the safe Bending Moment that the section may carry. (Take Es = 15 Ew ) 10
SECTION-C
Q.NO. 5(a)
What are the different end conditions for column
What will be the effective length according to these conditions? 2.5+2.5=5
Q.NO. 5(b)
A strut 3.0m long is 60mm in diameter. Find the safe compressive load for the member using Euler’s formula if
(i) Both ends hinged or pinned.
(ii) Both ends fixed
Take E =2×105 N/mm2 and the factor of safety =3.5 15
Q NO. 6 (a)
State the assumptions of Euler’s column theory. 5
Q NO. 6 (b) A column of circular section made of cast iron 200mm external diameter and 20mm thick is used as a column. The length of a column is 4m. Both ends of the column are fixed. The column carries a load of 180kN at an eccentricity of 250mm from the axis of the column. Find the stresses developed in the extreme fibers. Take E =94000 N/mm2. 15
SECTION -D
Q.NO. 7
A beam 6m long simply supported at the ends and carries a uniformly distributed load of 15 k N/m and three concentrated loads 10kN, 20kN and 30kN acting at 1.5m from left support , centre point and 1.5m from right support respectively. Draw the SFD and BMD and determine the max. B.M. 20
Q.NO. 8
A simply supported beam AB, of span 10m is subjected to a point load of magnitude 50 kN at its centre Find out the maximum slope and deflection by moment area method. Take I =160×103 cm4 and E = 2×105N/mm2. 20
NAEEM KHAN
THANKS
MDU B.TECH CIVIL 5TH SEM NOTES
YOU CAN DOWNLOAD ALL CONTENTS ( NOTES ) UNIT WISE OF DESIGN OF STEEL STRUCTURES THROUGH THE LINK GIVEN BELOW...............
DESIGN OF STEEL STRUCTURE NOTES
MDU CIVIL 5TH SEM NOTES
download study material related to Numerical Methods such as notes from the link given below.................
NUMERICAL METHODS NOTES
MDU CIVIL 5TH SEM NOTES
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