P2.13
Use the building layout provided. Determine the roof dead load and also the roof live load (in psf) to be
applied to Column B2.
The roof of the building is flat. It is
composed of 3-ply ready roofing on 3
inches of reinforced concrete. The
ceiling b

P8.5
Qualitatively sketch the deflected shape of the structure shown. Use the deflected
shape to sketch the direction of all reactions.
8 Ch Page 338
P8.13
Qualitatively sketch the deflected shape of the structure shown. Use the deflected
shape to sketch

P9.32
Use the virtual work method using visual integration and only bending deformations to find the vertical
deflection and rotation at B.
,
. Use Superposition
9 Ch Page 33
P9.37
Use the virtual work method using visual integration and only bending defo

P2.13
Use the building layout provided. Determine the roof dead load and also the roof live load (in psf) to be
applied to Column B2.
The roof of the building is flat. It is
composed of 3-ply ready roofing on 3
inches of reinforced concrete. The
ceiling b

P5.9
Compute the reactions for the given structure.
Compute and locate the resultants of the
two uniformly distributed loads.
Use the basic equilibrium equations to solve for all three equations starting with the sum of moments
about point A.
5 Ch Page 9

P9.9
Use the virtual work method with conventional integration and only bending deformations to determine the
vertical deflection and rotation at point B.
Virtual Structure - 1
Virtual Structure - 2
9 Ch Page 9
P9.17
Use the virtual work method with conve

P6.70
Draw the shear force and moment diagrams for the structure shown.
6 Ch Page 74
P6.71
Draw the shear force and moment diagrams for the structure shown.
6 Ch Page 75
P6.76
Draw the shear force and moment diagrams for the structure shown. (You will fir

P9.24
Use the virtual work method with conventional integration and only bending deformations to determine
the vertical deflection at point A and the horizontal deflection at point C.
Virtual structure 1
Virtual structure 2
9 Ch Page 24
P9.25
Use the virt

P15.10
Use the vertical approximate analysis to generate the moment diagrams for all of the beams and also for
column BFJ. Assume the PIs for the outer beams are at one-tenth the length of the beams and that the PIs are
at one-twentieth of the span length

P9.1
For the truss shown, use the virtual work method to determine the deflection of each of the joints
indicated.
for all members. The cross-sectional areas are given as follows in units of
AB = 7, BC = DF = EC = 2, AD = BE = 4, DB = 6. Find
and
Virtual

P9.25
DeflectedShape
[Grabyourreadersattentionwitha
greatquotefromthedocumentor
usethisspacetoemphasizeakey
point.Toplacethistextbox
anywhereonthepage,justdragit.]
TABLE:JointDisplacements
Joint OutputCase CaseType
Text
Text
Text
1
DEAD
LinStatic
2
DEAD
L

P8.5
Qualitativer sketch the deflected shape ofthe structure shown. Use the deflected
shape to sketch the direction of all reactions.
’1. "IFT
8 Ch Page 5 P8.13
QualitatIVely sketch the deflected shape of the structure shown. Use the deflected
shape to

P6.17
Draw the shearing force and bending moment diagrams for the structure shown.
6 Ch Page 17
P6.19
Draw the shearing force and bending moment diagrams for the structure shown.
6 Ch Page 19
P6.23
Draw the shearing force and bending moment diagrams for t

P7.1
Classify the truss shown as to its internal and external stability and determinacy. For statically
indeterminate structures, include the degree of indeterminacy. (The small circles on the trusses indicate
the joints.)
statically determinate
7 Ch Page

P6.1 (revised)
Determine the internal normal force, shear force, and bending moment in the beam at points C
and D. Assume the support at A is a pin and B is a roller.
40k
L A Q ’ _._.-u.-_
Manama.“ B
m it»: I, K
54" . 20ft 20ft —.——p.i~——10ft~.TG+
i 3

P3.1
For the floor framing system and loads shown in Example 3.3, sketch the loading diagrams for beam
and girder and the load on column B1. Assume the column supports only the single floor shown and
no reductions are taken.
The example indicates a 2-way

P7.55
Use the method of sections to determine the forces in the members indicated. Try to use a single
independent equilibrium equation for each unknown. CH, GH, BC
10.52 k (T)
116.25 k (C)
121.2 k (T)
7 Ch Page 72
P7.59
Use the method of sections to dete

CE 3010 Structural Analysis - Chapter 16
Chapter 16 Influence Lines for Determinate Structures
Influence Lines for Beams
Once Influence Line for a function (reaction, shear, moment) has been
constructed, it is possible to position the live load to produce

P5.1
For each of the structures shown in the accompanying illustration indicate if it is statically determinate,
statically indeterminate (including the degree of indeterminacy), or unstable in regards to outer forces.
For all structures shown, all extern

CE 3010 Structural Analysis - Chapter 16
Chapter 16 Influence Lines for Determinate Structures
16.2 The Influence Line Defined
Influence Line represents the variation of either Reaction, Shear, Moment
or Deflection at a Specific Point in a member as a co

CE 3010 Structural Analysis - Chapter 16
Chapter 16 Influence Lines for Determinate Structures
16.7 Influence Lines Using Qualitative Approach
The MullerBreslau Principle:
Influence Line for a function (shear, reaction, moment) is the same scale as the
de

CE 3010 Structural Analysis - Chapter 13
Chapter 13 Moment Distribution For Beams
Displacement Method of Analysis
13.1 13.4 Basic Concepts and Definitions
Moment Distribution Computational Method to perform analysis of
indeterminate structures.
Developed

CE 3010
Structural Analysis
Fall 2015
Section 001 (TuTh 9:30-10:45), 217 Lowry
TEXT:
Nielson / McCormac, Structural Analysis Understanding Behavior (pre-publication
version (paperback) available only from Clemson University Bookstore)
INSTRUCTOR: Prof. St

CE 3010 Structural Analysis - Chapter 13
13.6 Modification of Stiffness and FEM for Simple Ends
Example 4:
Csernak
CE 3010 Structural Analysis - Chapter 13
Example 4: (continued) Modification of Carry-Over due to Stiffness
Csernak
CE 3010 Structural Analy

CE 3010 Structural Analysis - Chapter 11
Chapter 11 Force Method for Statically Indeterminate Structures
11.1 Beams with One Redundant: General Procedure
P
A
B
(R = 4, n =1) 4 > 3(1) =3 - 1 indeterminate
actual beam
A
P
B
B
primary structure
determinate.

CE 3010 Structural Analysis - Chapter 14
14.1 Moment Distribution for Frames - Example 7:
0
Csernak
CE 3010 Structural Analysis - Chapter 14
Example 7: (continued)
Csernak
CE 3010 Structural Analysis - Chapter 14
Example 7: (continued)
Csernak
CE 3010 Str

CE 3010 Structural Analysis - Chapter 11
11.1 Force Method of Analysis: Frames
Example 4: The frame or bent shown is used
to support the bridge deck. Assuming EI is
constant. Determine the support reaction.
2.75 k/ft
16 ft
32 ft
16 ft
A
16 ft
B
Statically

CE 3010 Structural Analysis - Chapter 12
12.2 Analysis of Internally Redundant Trusses
Procedure:
Determine degree of indeterminacy ( Recall: b + r > 2j )
Identify and cut n unknown redundant bars
Note: External indeterminacy would be handled in same wa