By Karl Friedrich May
Ebook by way of may possibly, Karl Friedrich
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6 — Diaphragms that are part of the seismic-forceresisting system shall be designed for the applied forces. In structures assigned to Seismic Design Category D, E, and F, the diaphragm design shall be in accordance with Chapter 18. 1 — Analytical procedures shall satisfy compatibility of The role of analysis is to estimate the internal forces deformations and equilibrium of forces. 2 — The methods of analyses given in Chapter 6 shall be compliance with the strength, serviceability, and stability requirements of the 47 This draft is not final and is subject to revision.
A structural member may belong to (d) Walls one or more structural systems, serving different (e) Diaphragms roles in each system and having to meet all the (f) Foundations detailing requirements of the structural systems of (g) Joints, connections, and anchors as required to which they are a part. Joints and connections are transmit forces from one component to another locations common to intersecting members or are items used to connect one member to another, but the distinction between members, joints, and connections can depend on how the structure is idealized.
2. 21 headed deformed bars — The bearing area of a headed deformed bar is, for the most part, perpendicular to the bar 22 axis. In contrast, the bearing area of the head of headed stud reinforcement is a nonplanar spatial surface of 23 revolution, as shown in Fig. 1. The two types of reinforcement differ in other ways. The shanks of headed 24 studs are smooth, not deformed as with headed deformed bars. The minimum net bearing area of the head of a 25 headed deformed bar is permitted to be as small as four times the bar area.
Ardistan and Djinnistan : a novel by Karl Friedrich May