M. Y. H. Bangash

Shock, Impact and Explosion (eBook, PDF)

Structural Analysis and Design

• Format: PDF

Produktbeschreibung

Table F.1. Reinforcement for one and two way elements Pressure Reinforcement Two-way One-way design range elements elements Intermediate Main A =0.0025bd A =0.0025bd s s and low Other A =0.0018bd A +A =0.0020bT s s c s High Main A = A A = A s s s s =0.0025bd =0.0025bd c c Other A = A A = A s s s s a a =0.0018bd =0.0018bd c c a But not less than A /4 used in the main direction (see Fig. F.2 for coe?cients) s where A = area of compression reinforcement within the width b, d = s distancefromtheextremecompression?bretothecentroidofcompression reinforcement, a = depth of the equivalent rectangular stress block = (A ?A )f /0.85bf . s s s c The minimum area of ?exural reinforcement is given in Table F.1. Ultimate Static Shear Capacity Diagonal Tension (1) Theultimateshearstressv ,asameasureofdiagonaltension,iscomputed u for type I sections from v = V /bd (F.5) u u and for type II and III sections from v = V /bd , (F.6) u u c whereV isthetotalshearona widthbatthesectiona distanced(type I) u or d (type II and III) from the face of the support. The shear at sections c between the face of the support and the section d or d therefrom need c not be considered critical. (2) The shear stress permitted on an unreinforced web is limited to ? ?

---

Dieser Download kann aus rechtlichen Gründen nur mit Rechnungsadresse in A, B, BG, CY, CZ, D, DK, EW, E, FIN, F, GR, HR, H, IRL, I, LT, L, LR, M, NL, PL, P, R, S, SLO, SK ausgeliefert werden.

Produktdetails

• Verlag: Springer Berlin Heidelberg
• Seitenzahl: 1366
• Erscheinungstermin: 1. Dezember 2008
• Englisch
• ISBN-13: 9783540770688
• Artikelnr.: 37371147