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- (hist) Allowable stress design [0 bytes]
- (hist) Bearing design [0 bytes]
- (hist) W2 [0 bytes]
- (hist) AASHTO Bulb-Tee Girder [3 bytes]
- (hist) Constraint [8 bytes]
- (hist) Modal shape [8 bytes]
- (hist) Compact section [8 bytes]
- (hist) Noncompact section [8 bytes]
- (hist) Moment curvature [8 bytes]
- (hist) DIN 1045 [8 bytes]
- (hist) Lower bound theorem [8 bytes]
- (hist) Upper bound theorem [8 bytes]
- (hist) Shear flow [9 bytes]
- (hist) Barrier [13 bytes]
- (hist) Wheel tread [14 bytes]
- (hist) Anchor rod [14 bytes]
- (hist) Deep Beam [15 bytes]
- (hist) T-square [15 bytes]
- (hist) Complex number [15 bytes]
- (hist) Rope lashing [16 bytes]
- (hist) Pene [17 bytes]
- (hist) Scab plate [17 bytes]
- (hist) Tape measure [17 bytes]
- (hist) Wale piece [17 bytes]
- (hist) Waling strip [17 bytes]
- (hist) Larry [18 bytes]
- (hist) Shape steel [18 bytes]
- (hist) Static condensation [19 bytes]
- (hist) Mandril [20 bytes]
- (hist) Fracture critical member [21 bytes]
- (hist) Tail line [21 bytes]
- (hist) Cross hatch [22 bytes]
- (hist) Pile ferrule [22 bytes]
- (hist) Pin pilot [22 bytes]
- (hist) Integral abutment [23 bytes]
- (hist) Lemniscatic curve [23 bytes]
- (hist) Current events [24 bytes]
- (hist) Initial set of cement [24 bytes]
- (hist) Tool dressing [24 bytes]
- (hist) Pitch line [25 bytes]
- (hist) Tool finish [26 bytes]
- (hist) Transverse section [26 bytes]
- (hist) Truss member [26 bytes]
- (hist) Theory [27 bytes]
- (hist) Flexibility method [27 bytes]
- (hist) Direct stiffness method [27 bytes]
- (hist) Finite element method [27 bytes]
- (hist) Concrete Design [28 bytes]
- (hist) Open webbed girder [28 bytes]
- (hist) Pile hammer [30 bytes]
