Stresses in simple trussesJohn Wiley, 1920 - Bridges |
Contents
| 142 | |
| 144 | |
| 145 | |
| 153 | |
| 156 | |
| 168 | |
| 169 | |
| 184 | |
| 60 | |
| 61 | |
| 65 | |
| 67 | |
| 70 | |
| 74 | |
| 75 | |
| 79 | |
| 87 | |
| 90 | |
| 93 | |
| 95 | |
| 99 | |
| 101 | |
| 102 | |
| 107 | |
| 111 | |
| 114 | |
| 117 | |
| 118 | |
| 121 | |
| 122 | |
| 127 | |
| 128 | |
| 133 | |
| 141 | |
| 186 | |
| 190 | |
| 195 | |
| 206 | |
| 212 | |
| 213 | |
| 219 | |
| 225 | |
| 237 | |
| 239 | |
| 242 | |
| 248 | |
| 255 | |
| 261 | |
| 268 | |
| 271 | |
| 278 | |
| 284 | |
| 290 | |
| 298 | |
| 308 | |
| 313 | |
| 314 | |
| 316 | |
Common terms and phrases
angle axle loads bending moment bridge trusses built center of moments chord member chord stresses class E 50 column compression compression members Compute the stresses counter cross-section dead load stresses dead panel load deflection diagonals diagram distance due to dead end posts equal equation excess load eyebar floor beams formula greatest stress hence highway bridges horizontal kip-feet kips lateral system Lattice Truss Bridge lever arm linear foot live load stress live panel loads lower chord method method of moments middle minimum stresses number of panels panel length panel points Pennsylvania portal bracing pounds per linear pounds per square Pratt truss Prob railroad bridge reaction riveted S₁ S₂ shear shown in Fig SQUIRE WHIPPLE stresses due stringers struts sub-verticals sway bracing tension track train load truss bridge truss in Fig unit-stress upper chord Warren truss weight wheel wind load