ASCE 7-22 · WIND DESIGN METHODS

Which wind procedure do I actually use?

ASCE 7 routes every building through two questions: the whole structural system (MWFRS) or individual elements (C&C) — each with its own chapter and pressure coefficient.

MWFRS · C&CTWO LOAD SYSTEMS
Ch 27 / 28 / 30CORE PROCEDURES
qz = 0.00256 KzKztKdKeSHARED PRESSURE

START HERE

The decision tree

Pick the system, then the chapter. Most buildings run both an MWFRS path and a C&C path.

Building under wind? choose the load system MWFRS whole structural system Components & Cladding individual elements Directional Ch 27 · all heights Cp · Fig 27.3-1 Envelope Ch 28 · low-rise GCpf · Fig 28.3-1 C&C pressures Ch 30 GCp · Fig 30.x Signs, rooftop equipment & towers branch to Chapter 29 (other structures).

THE CORE SPLIT

MWFRS vs C&C

The same building is designed twice — once as a whole system, once element-by-element.

AspectMWFRSComponents & Cladding
What resists the windThe overall structural systemIndividual elements & their attachments
Pressure sourceDirectional (Ch 27) or Envelope (Ch 28)C&C pressures (Ch 30)
CoefficientCp or GCpfGCp
CapturesWhole-building force & swayLocalized peak suction at edges & corners

ONE PRESSURE EQUATION

The shared inputs

Every procedure starts from the same velocity pressure: qz = 0.00256 Kz Kzt Kd Ke V². These are the terms that feed it.

VBASIC WIND SPEED
KzEXPOSURE / HEIGHT
KztTOPOGRAPHIC
Kd = 0.85DIRECTIONALITY (BLDGS)
KeGROUND ELEVATION
G = 0.85GUST EFFECT (RIGID)

PUT THE METHOD TO WORK

Run the right procedure, automatically

WindLoadCalc.com applies the correct ASCE 7-22 procedure, coefficients and shared inputs for your building — MWFRS and C&C.