DEPARTMENT OF CIVIL, ARCHITECTURAL & ENVIRNMENTAL ENGINEERING
DREXEL UNIVERSITY
CIVE 302 Assignment 1 : Concepts and Reactions
Fall 2015
Dr. A. A. Hamid
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Due Date : October 1st, 2015
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1
CWE seas Homework Assignment #1 m
Structural modeling, toads and load distribution, trlbotary widthiareay statlcal
determinacy of beams/frames support reactions for beams/frames
Doe Bate: Next week We
SEPARTM‘ENT 0F CIVEL, ARCHETECTURAL & ENVERNMENTAL ENGENEERING !
' DREXEL UNWERSETY |
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GIVE 302 Assignment 3 : Internal Forces for Beams and Frames Fall 2015 Dr, A. Hamid
Due Date : October 15th , 20
Quiz 2
Cagiﬂagx Problems
1) What is the theoretical height of capillary rise in a soil with a D10 of 20 um? lAnswer:
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CIVE 302B Homework Assignment #5 Influence Lines - SOLUTIONS
Date Assigned: Monday of Week 7
Due Date: Monday (Week 8) at the beginning of class
Notes:
All solutions must be presented in a neat and
Quiz 3
Consolidation Problems
1. A consolidation test is being performed on a 3.5 0 in diameter saturated Soil specimen that
had an initial height of 0.750 in, an initial moisture content of 39.8%, an
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CNE 302
Q 2. ) STATICS Ram: u,
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Statics is zhe study of forces acting on a stmczure in equiiibnum. According to Newton 5 second
law a body 1n static equilibnum (i. e no acceleraon) requires that th
Introduction
Five different types of frame would be analyzed using SAP2000. For the first part, the frame was analyzed
using SAP alone to compute the maximum axial, shear and moment values. The second
IMPORTANT POINTS TO NOTE RE - STRUCTURAL ANALYSIS
1. Structural analysis is NOT exact; it is at best an approximation
2. There is a lot of uncertainty in modeling for structural analysis factors like
1
CIVE 302B Homework Assignment #6 - Approximate Methods for Statically
Indeterminate Structures - beams, frames and trusses
Date Assigned: Monday of Week 8
Due Date: Monday of (Week 9) at the beginni
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An undisturbed soil sample has a weight of 58 lb and a volume of 0.6 ft3. When u ed out in the
oven, the soil weight was 48 lb. The speciﬁc gravity of solids was found to be 2.7. I etermine
the poro
Quiz 4
Unconfined Com ression Problems
1. A 2.8 in. diameter sample of normally consolidated clay was subjected to an unconﬁned
compression test. The specimen failed at a load of 300 lb. Determine t
DEPARTMENT OF CEVEL, ARCHETECTURAL & ENViRNMENTAL ENGENEERSNG
EREXEL ijNiVERSITY
ONE 302 Assignment 4 : Approximate Methods Fail 2015 Dr. A. Hamid
me Date : Noveriiioei‘ 3rd ,2m5
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