Elementary Surveying (14th Edition)
14th Edition
ISBN: 9780133758887
Author: Charles D. Ghilani, Paul R. Wolf
Publisher: PEARSON
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Chapter 10, Problem 10.14P
To determine
To adjust:
The departures and latitudes of the traverse Problem 10.13, and to calculate coordinates of remaining stations if coordinate of station A (m) is
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Can you please do hand calcs and breakdown each step
Q4. Statically determinate or indeterminate frame analysis by the stiffness method
a) Determine the stiffness matrix of the frame as shown in Fig. 4. Nodes 1 and 3 are
fixed supports. Assume I = 300(10%) mm, A = 10(103) mm², E = 200 GPa for each
member. Indicate the degrees-of freedom in all the stiffness matrices. Use the values
of L3-3.5 m, w = 24 kN/m and P = 30 kN. Note, L4-1.8L3 (i.e. 1.8 times L3).
b) Determine all the displacement components at node 2 and all internal reactions at
node 2. Show all calculations.
c) Draw the BMD of the frame on the compression side showing all the salient values.
Show all calculations.
d) Repeat the problem using the Strand 7. Show the model with all the nodes and
element numbers and boundary conditions. Submit a hard copy from Strand7
showing all the reactions (highlight these in the hard copy). Display the bending
moment diagram for the frame.
4
e) Compare the BMD from Strand 7 with the theoretical one and compare the
respective values of…
Chapter 10 Solutions
Elementary Surveying (14th Edition)
Ch. 10 - Prob. 10.1PCh. 10 - The sum of seven interior angles ofa...Ch. 10 - Prob. 10.3PCh. 10 - Prob. 10.4PCh. 10 - Balance the angles in Problem 9.22 El. Compute the...Ch. 10 - Prob. 10.6PCh. 10 - Prob. 10.7PCh. 10 - Prob. 10.8PCh. 10 - Prob. 10.9PCh. 10 - Prob. 10.10P
Ch. 10 - Prob. 10.11PCh. 10 - Prob. 10.12PCh. 10 - Prob. 10.13PCh. 10 - Prob. 10.14PCh. 10 - Prob. 10.15PCh. 10 - Prob. 10.16PCh. 10 - Prob. 10.17PCh. 10 - Prob. 10.18PCh. 10 - Prob. 10.19PCh. 10 - Prob. 10.20PCh. 10 - Prob. 10.21PCh. 10 - Prob. 10.23PCh. 10 - Prob. 10.24PCh. 10 - Prob. 10.25PCh. 10 - Prob. 10.26PCh. 10 - Prob. 10.27PCh. 10 - Prob. 10.28P
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