000 10706nam a2200217#a 4500
001 vtls000000584
008 230822s1952 xx 000 0 eng d
040 _aJPS
090 0 0 _aCE 624.072.33 KLE
100 _aKLEINLOGEL, A.
_eauthor
245 0 _aRIGIT FRAME FORMULAS/
_cA. KLEINLOGE
260 _aLondon :
_bCrosby Lockwood & Son Ltd.,
_c1952.
300 _a460 pages ;
_billustrations
505 _aOrganization of rigid frame formulas. 2. Arrangements of formulas. 3. The more important notations. 4. Sign conventions. 5. Assumptions made in deriving the formulas. 6. General loads on members, Frame 1: Single-leg, two-hinged rigid frame. Vertical leg. Horizontal girder. Frame 2: Single-leg, one-hinged rigid frame. Vertical leg, hinged at bottom. Horizontal girder. Frame 3: Single-leg, one-hinged rigid frame. Vertical leg. Horizontal girder, hinged at one end. Frame 4: Single-leg, hingless rigid frame. Vertical leg.Horizontal girder. Frame 5: Single-leg, rigid frame. Vertical leg. Horizontal girder with roller at one end. Frame 6: Single-leg, rigid frame. Vertical leg log on roller. Horizontal girder. Frame 7: Single-leg, two-hinged rigid frame. Vertical leg. Inclined girder. Frame 8: Single-leg, hingless rigid frame. Vertical leg. Inclined girder. Frame 9: Single-leg, two-hinged rigid frame. Inclined leg. Horizontal girder. Frame 10: Single-leg, hingless rigid frame. Inclined leg. Horizontal girder. Frame 11: Single-leg, two-hinged rigid frame. Inclined leg. Inclined girder. Frame 12: Single-leg, one-hinged rigid frame. Inclined leg. Inclined girder, hinged at one end. Frame 13: Single-leg, one-hinged rigid frame. Inclined leg, hinged at bottom. Inclined girder. Frame 14: Single-leg, hingless rigid frame. Inclined leg. Inclined girder. Frame 15: Symmetrical two-hinged, triangular rigid frame. Frame 16: Symmetrical triangular rigid frame with tie-rod. Externally simply supported. Frame 17: Symmetrical triangular two-hinged frame with hinged compression tie and with step-wise varying moments of inertia. Frame 18: Symmetrical triangular three-hinged frame with hinged tie-rod and variables moment of inertia.
_aFrame 19: Fully fixed symmetrical triangular frame. Frame 20: Symmetrical triangular fixed frame with hinged tie-rod and variable moment inertia. Frame 21: Symmetrical triangular one-hinged frame with hinged tie-rod and variable moment inertia. Frame 22: Unsymmetrical two-hinged rigid frame. Hinges at same elevation. Frame 23: Unsymmetrical triangular rigid frame with horizontal tie-rod. Externally simply supported. Frame 24: Unsymmetrical triangular rigid frame. One support fixed, one support hinged: both supports at the same elevation. Frame 25: Unsymmetrical hingless, triangular rigid frame. Both supports at the same elevation. Frame 26: Unsymmetrical two-hinged triangular rigid frame. Supports at different elevation. Frame 27: Unsymmetrical triangular rigid frame. One support fixed, one support hinged: support at different elevations. Frame 28: Unsymmetrical hingless, triangular rigid frame. Supports at different elevation. Frame 29: : Unsymmetrical two-hinged triangular rigid frame. One leg vertical. Both supports at the same elevation. Frame 30: Triangular rigid frame with horizontal tie-rod. Externally simply supported. One leg vertical. Frame 31: Triangular hingless rigid frame. One leg vertical. Both supports at the same elevation. Frame 32: Triangular rigid frame. One leg vertical, hinged at bottom. Other support fixed. Both supports at the same elevation. Frame 33: Triangular rigid frame. One leg vertical, fixed at bottom. Other support hinged. Both supports at the same elevation. Frame 34: Single-leg, two-hinged rigid frame. Vertical leg. Horizontal girder. Skew corner.
_aFrame 35: Single-leg, one-hinged rigid frame. Vertical leg. Horizontal girder, hinged at one end. Skew corner. Frame 36: Single-leg, one-hinged rigid frame. Vertical leg, hinged at bottom. Horizontal girder. Skew corner. Frame 37: Single-leg, two-hinged gable frame. Frame 38: Symmetrical fixed rectangular frame with hinged girder. Frame 39: Symmetrical rectangular two-hinged frame. Frame 40: Symmetrical rectangular frame with tie-rod, externally simply supported. Frame 41; Fully fixed symmetrical rectangular frame. Frame 42: Rectangular two-hinged frame with unequal moments of inertia of legs. Frame 43:Rectangular frame with tie-rod and unequal moments of the legs, externally simply supported. Frame 44: Fully fixed rectangular frame with unequal moments of inertia of the legs. Frame 45: Fixed rectangular frame with hinged kness and unequal-length legs. Frame 46: Two-hinged bent with legs of unequal length. Frame 47: Tied bent with inclined tie-rod. Externally simply supported. Frame 48: Hingeless bent with legs of unequal length. Frame 49: Bent with legs of unequal length. One support fixed, one support hinged. Frame 50: Symmetrical two-hinged bent with tie-rod at mid-height. Frame 51: Two-hinged bent with horizontal tie-rod at any elevation. Moments of inertia of legs change discontinuously at tie-rod elevation. Frame 52: Two-hinged rigid frame shed. Hinges at same elevation. Frame 53: Rigid frame shed with horizontal tie-rod. Externally simply supported. Frame 54: Two-hinged rigid frame shed. Hinges at different elevations. Frame 55: Rigid frame shed. One support fixed, one support hinged: supports at different elevations.
_aFrame 56: Rigid frame shed. One support fixed, one support hinged: both supports at the same elevations. Frame 57: Rigid frame shed. One support fixed, one support hinged: supports at different elevations. Frame 58: Rigid frame shed. One support fixed, one support hinged: both supports at the same elevations. Frame 59: Rigid frame shed with fixed supports at different elevations. Frame 60: Rigid frame shed with fixed supports at the same elevation. Frame 61: Two-hinged bent with one skew corner. Hinges at different elevations. Frame 62: Tied bent with one skew corner and horizontal tie-rod. Externally simply supported. Frame 63: Two-hinged bent with one skew corner. Hinges at same elevation. Frame 64: Bent with one skew corner. One support fixed, one support hinged: supports at different elevations. Frame 65: Bent with one skew corner. One support fixed, one support hinged: supports at different elevations. Frame 66: Hingeless bent with one skew corner. Supports at different elevations. Frame 67: Hingeless bent with one skew corner. Both supports at the same elevation. Frame 68: Two-hinged shed. Frame 69 Externally simply supported shed with tie-rod. Frame 70: Two-hinged shed tie-rod at the eaves. Frame 71: Fully fixed shed. Frame 72: Fully fixed shed with tie-rod at the eaves. Frame 73: Symmetrical two-hinged, trapezoidal rigid frame. Symmetrical trapezoidal rigid frame with horizontal tie-rod. Externally simply supported. Frame 75: Symmetrical hingeless, trapezoidal rigid frame. Frame 76: Two-hinged trapezoidal rigid frame with legs of different slopes and lengths. Frame 77: Unsymmetrical trapezoidal rigid frame with horizontal tie-rod. Externally simply supported.
_aFrame 78: Unsymmetrical two-hinged trapezoidal rigid frame. Hinges at same elevation. Frame 79: Trapezoidal rigid frame with legs of different slopes and lengths. One support fixed, one support hinged: supports at different elevations. Frame 80: Hingeless trapezoidal rigid frame with legs of different slopes and lengths. Supports at different elevations. Frame 81: Hingeless trapezoidal rigid frame with legs of different slopes and lengths. Supports at the same elevation. Frame 82: Two-hinged trapezoidal rigid frame with one vertical leg. Hinges at different elevations. Frame 83: Trapezoidal rigid frame with horizontal tie-rod and one vertical leg. Externally. Frame 84: Two-hinged trapezoidal rigid frame with one vertical leg. Hinges at same elevation. Frame 85: Trapezoidal rigid frame with one vertical leg, hinged at bottom. Other leg fixed. Supports at different elevations. Frame 86: Trapezoidal rigid frame with one vertical leg, fixed at bottom. Other leg hinged. Supports at different elevations. Frame 87: Hingeless trapezoidal rigid frame with one vertical leg. Supports at different elevations. Frame 88: Hingeless trapezoidal rigid frame with one vertical leg. Supports at same elevations. Frame 89: Symmetrical two-hinged, gable frame with vertical legs. Frame 90: Symmetrical gable frame with vertical legs and horizontal tie-rod. Externally simply supported. Frame 91: Symmetrical two-hinged gable frame with vertical legs and horizontal tie-rod at bottom of gable. Frame 92: Symmetrical hingeless gable frame with vertical legs. Frame 93: Symmetrical hingeless gable frame with vertical legs and horizontal tie-rod at bottom of gable.
_aFrame 94: Symmetrical two-hinged gable frame with inclined legs.
505 _aFrame 95: Symmetrical gable frame with inclined legs and horizontal tie-rod. Externally simply supported. Frame 96: Symmetrical two-hinged gable frame with inclined legs horizontal tie-rod at bottom of gable. Frame 97: Symmetrical hingeless gable frame with inclined legs. Frame 98: Symmetrical hingeless gable frame with inclined legs and horizontal tie-rod at bottom of gable. Frame 99: Symmetrical two-hinged bent with skew corners. Frame 100: Symmetrical tied bent with skew corners. Externally simply. Frame 101 . Symmetrical tied bent with parabolic girder. Externally simply supported. Frame 102: Symmetrical two-hinged bent with parabolic girder and tie-rod under roof. Frame 103: Symmetrical hingeless bent with parabolic girder. Frame 104: Symmetrical vierendeel frame. Externally simply supported. Frame 105: Symmetrical square Vierendeel frame. Externally simply supported. All members having equal moments of inertia. Frame 106: Symmetrical Vierendeel frame on continuous elastic foundations. Frame 107: Symmetrical square Vierendeel frame on continuous elastic foundations. All members having equal moments of inertia. Frame 108: Unsymmetrical closed triangular rigid frame. Externally simply supported. Frame 109: Symmetrical closed triangular rigid frame. Externally simply supported. Frame 110: Equilateral closed triangular rigid frame. Externally simply supported. All members having equal moments of inertia. Frame 111: Vierendeel frames with two-axes of symmetry (cells), with or without non-yielding tie-rods and subject to uniform internal pressure only.
546 _aIn English
650 1 0 _aFRAMEWORKS - FORMULAS.
942 _cMONO
990 _a1952
999 _a01403
_a624.072.33 KLE
_aVIRTUA20
_aVTLSSORT0010*0030*0050*0080*0390*0490*0820*0900*1000*2450*2600*3000*5050*5051*5052*5053*5054*5055*5460*6500*9040*9050*9490*9900*9994
_c497
_d497
003 JPS