Solutions for certain rectangular slabs continuous over flexible ...

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CONTENTS (CONTINUED) V. THE RECTANGULAR SLAB HAVING Two OPPOSITE EDGES SIMPLY SUPPORTED AND HAVING Two EDGES PAGE STIFFENED . . . . .. . . . . . . 52 17. Concentrated Loads Placed Symmetrically With Respect to the Longitudinal Center Line (Center Line Parallel to the Stiffened Edges) . 52 18. Concentrated Load on the Longitudinal Center Line . . . . . . . . . . 55 19. Concentrated Loads Over the Stiffened Edges; Loads Symmetrical With Respect to the Longitudinal Center Line . . . . . . . 56 20. Concentrated Loads on the Slab Giving a Slab Deflection Which Is Anti-symmetrical With Respect to the Longitudinal Center Line . . 58 21. Concentrated Loads Over the Stiffened Edges Giving a Slab Deflection Which Is Anti-symmetrical With Respect to the Longitudinal Center Line . . . .. . . . . . 59 22. Load Uniformly Distributed Over the Entire Slab 60 23. Uniform Line Loads on the Stiffened Edges . . 62 VI. THE RECTANGULAR SLAB HAVING Two OPPOSITE EDGES SIMPLY SUPPORTED AND HAVING EDGE AND CENTER STRINGERS . . . . . . . . . . . . 64 24. Concentrated Loads Placed Symmetrically With Respect to the Center Stringer . . . . 64 25. Concentrated Load Over the Center Stringer 65 26. Concentrated Loads Over the Edge Stringers; Loads Symmetrical With Respect to the Center Stringer . . . . . . . . . . . 68 27. Concentrated Loads Giving a Slab Deflection Which Is Anti-symmetrical With Respect to the Longitudinal Center Line . . . . . 69 28. Load Uniformly Distributed Over the Entire Slab 69
CONTENTS (CONTINUED) VII. EXAMPLES OF SPECIAL SOLUTIONS OBTAINABLE FROM PAGE THOSE GIVEN IN PREVIOUS CHAPTERS . . . . 71 29. Rectangular Slab Having Two Opposite Edges Simply Supported and Two Edges Supported on Beams Which Are Continuous Over Interior Supports; Concentrated Load on the Longitudinal Center Line . . . . . . . . 71 30. Rectangular Slab Having Two Opposite Edges Simply Supported and Two Edges Supported on Beams Which Are Continuous Over Interior Supports; Load Uniformly Distributed Over the Entire Slab . . . . . . . . . 72 31. Rectangular Slab Having Two Opposite Edges Simply Supported and Two Edges Supported on Beams Which Are Continuous Over Interior Supports at the Third-Points; Concentrated Load on the Longitudinal Center Line . . 73 32. Rectangular Slab Having Two Opposite Edges Simply Supported and Two Edges Supported on Beams Which Are Continuous Over Interior Supports at the Third-Points; Load Uniformly Distributed Over the Entire Slab . . . . 75 33. Rectangular Slab Having Edge and Center Stringers and a Continuous Diaphragm on the Lateral Center Line; Concentrated Load at the Center of the Slab . . . . . . . . . . 76 34. Rectangular Slab Having Edge and Center Stringers and a Continuous Diaphragm on the Lateral Center Line; Concentrated Load at the Center of an Edge Stringer . . . . . . . . 79 35. Rectangular Slab, Having Two Opposite Edges Simply Supported and Two Edges Stiffened, Loaded by Symmetrical Concentrated Loads Placed on the Center Line Normal to the Stiffened Edges .
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