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DIN 4132 E : 1981
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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CRANEWAYS; STEEL STRUCTURES; PRINCIPLES FOR CALCULATION, DESIGN AND CONSTRUCTION
Hardcopy , PDF
01-12-2010
English
01-01-1981
1 General information<br> 1.1 Field of application<br> 1.2 Other relevant standards and documents<br>2 Crane operating conditions<br>3 Design loads<br> 3.1 Main loads (H)<br> 3.1.1 Permanent loads<br> 3.1.2 Live loads of crane running wheels<br> 3.1.3 Vibration coefficients<br> 3.1.4 Wheel loads from several cranes<br> 3.2 Additional loads (Z)<br> 3.2.1 Loads transverse to the runway<br> 3.2.1.1 Craneway girders<br> 3.2.1.2 Craneway supports and <br> craneway suspensions <br> 3.2.2 Horizontal loads (L) along the runway<br> due to starting up or braking the <br> cranes<br> 3.2.3 Additional loads (Z) from several <br> cranes<br> 3.2.4 Live loads on catwalks, stairways, <br> platform<br> 3.2.5.1 Loads caused by wind on <br> cranes<br> 3.2.5.2 Loads caused by wind on <br> craneways<br> 3.2.6 Temperature effects<br> 3.2.7 Snow loads<br> 3.3 Special loading cases<br> 3.3.1 Tilting in the case of trolleys with <br> rigidly guided hoist loads<br> 3.3.2 Collision of cranes against stops - <br> buffer and force, zul sigma1,Be<br>4 Strength calculations and permissible stresses<br> 4.1 Calculation principles<br> 4.1.1 General information<br> 4.1.2 Stresses induced by the application of <br> wheel loads<br> 4.2 General stress analysis<br> 4.3 Stability analysis<br> 4.4 Service strength analysis<br> 4.4.1 General information<br> 4.4.2 Calculation according to loading groups<br> 4.4.3 Stress analyses<br> 4.4.4 Secondary stresses in lattice girders<br> 4.4.5 Permissible stresses zul sigmaBe, <br> zul tauBe, zula,Be, zul sigma1,Be<br> 4.5 Permissible forces and permissible stresses when<br> using high-tensile bolts<br> 4.5.1 SLP connections<br> 4.5.2 GV and GVP connections<br> 4.6 Stability analysis and other analyses<br> 4.7 Deformations<br>5 Design and construction principles<br> 5.1 Rivet connections and bolt connections<br> 5.1.1 Rivets<br> 5.1.2 Body-fit bolts<br> 5.1.3 Black bolts<br> 5.1.4 High-tensile bolts<br> 5.1.5 Arrangement of rivets and bolts<br> 5.2 Flame-cut rolled products<br> 5.3 Welded joints<br> 5.3.1 Requirements of works and skilled <br> personnel<br> 5.3.2 Types and qualities of welds<br> 5.3.3 Structural design of welded members<br> 5.3.4 Thickness of the flange plated welded <br> to the girder web<br> 5.4 Connections and joints<br> 5.4.1 Number of rivets and bolts<br> 5.4.2 Indirect overlap<br> 5.4.3 Liner plates<br> 5.4.4 Angle cleats and angle plates<br> 5.4.5 Interaction of welds with other means<br> of connection<br> 5.5 Special measures<br> 5.5.1 Load applications and force deflections<br> 5.5.2 Flange bending from the application of <br> wheel loads
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