Civil Engineering Reference
In-Depth Information
213
169
202
205
187
192
184
188
176
183
184
180
182
169
178
170
174
171
168
170
158
153
169
169
131
120
E4118
E4120
E4122
E4124
E4126
E4128
E4130
E4132
217
169
E4136
E4138
E4140
E4142
E4144
E4146
E4148
E4150
E4152
E4154
E4156
E4158
E4173
E4166
77
78
95
E4160
E4174
E4168
−22
−17
−27
E4162
E4175
E4170
−144
−101
−124
E4164
E4176
E4172
E4178
E4180
E4182
E4184
E4186
E4188
E4190
−150
−256
E4196
E4198
E4200
−150
−171
−121
−124
−123
−131
−129
−128
−133
−135
−150
−150
−152
−150
−163
F
x
= 55.4799;
F
y
= −47.3194;
F
z
= −224.561
M
x
= −3395.21;
M
y
= 173.336;
M
z
= 81054.3
Figure 6.19
Longitudinal stress distribution at pier due to structural weight (kip/sf, straight lines are stresses by the beam theory) (87490).
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