adapted from SEI/ASCE 7-10: Minimum Design Loads for Buildings and Other Structures Location Concentrated load lb (kN) Catwalks for maintenance access Elevator machine room grating (on area of 2 in. by 2 in. (50 mm by 50 mm)) Finish light floor plate construction (on …
Common Design Loads in Building Codes adapted from SEI/ASCE 7-10: Minimum Design Loads for Buildings and Other Structures Location Concentrated load lb (kN) Catwalks for maintenance access Elevator machine room grating (on area of 2 in. by 2 in. (50 mm by 50 mm)) Finish light floor plate construction (on … ASCE 7-16, Chapter 11, Maxfield 2018 02 12 ASCE 7‐10 used Site Class B for where Fa and Fv were equal to 1.0 In ASCE 7‐16 Site Coefficients for Site Class B are less than 1.0. 11 Site Class ASite Class BSite Class CSite Class D 7‐10 7‐16 Where Fa and Fv = 1.0 Selected Changes to ASCE/SEI 7-05 Chapter 13 Minimum Design Loads for ... ASCE/SEI 7-05 Chapter 13 Minimum Design Loads for Buildings and Other Structures . 13.1 GENERAL . 13.1.3 Component Importance Factor. All components shall be assigned a component importance factor as indicated in this section. The component importance factor, Ip, shall be taken as 1.5 if any of the following conditions apply: 1.
LOADS ON BUILDINGS AND STRUCTURES 2.1 INTRODUCTION 2.1.1 SCOPE This chapter specifies the minimum design forces including dead load, live load, wind and earthquake loads, miscellaneous loads and their various combinations. These loads shall be applicable for the design of buildings Structural Load Determination: 2018 IBC® and ASCE/SEI 7-16 structural elements identified in ASCE/SEI Chapters 12, 13 and 15 must be designed for the load combinations with overstrength of ASCE/SEI 2.3.6 or 2.4.5. These load combinations and their applicability are examined in Section 2.5 of this publication. WIND SPEED MAP FOR ASCE 7-10 - LSI Industries WIND SPEED MAP FOR ASCE 7-10. Wind Speed Map and Pole EPAs are based on ANSI/ASCE 7-10. Please inform LSI if your local code requirements differ; LSI can supply calculations to your code requirements. NOTES: 1. Values are the fastest-mile speeds at 33 ft. (10 m) above ground for exposure Category 2. 2. CHAPTER 6 - FOUNDATION DESIGN
Contents Preface vii UnitConversions viii General Requirements 1. Introduction 1 1.1 Objective ofthe Guide 2 1.2 Significant Changes andAdditions 2 1.3 LimitationsoftheStandard 4 1.4 Technical Literature 6 2. WindLoadProvisions 9 2.1 Format 9 2.2 VelocityPressure 9 2.3 AnalyticalProcedure 10 2.4 SimplifiedProcedure 12 2.5 WindTunnelProcedure 15 2.6 Equations … ACCEPTANCE CRITERIA FOR SEISMIC CERTIFICATION BY … 1.3.2 ASCE Standard, SEI/ASCE 7-10, Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers. 1.3.3 ASCE Standard, SEI/ASCE 7-05, Minimum ACCEPTANCE CRITERIA FOR SEISMIC CERTIFICATION BY SHAKE-TABLE ASCE 7-16: Changes to Wind Calculations for Rooftop Solar ASCE 7-16: Changes to Wind Calculations for Rooftop Solar Joe Cain, P.E. Chair, SEIA Codes & Standards Working Group ASCE 7-10 and ICC-ES AC 428 • Determine design wind speed and calculate basis of ASCE 7-16 Structural Design Criteria - PIP
CHAPTER 6 - FOUNDATION DESIGN CHAPTER 6 - FOUNDATION DESIGN 600. DESIGN PROCEDURE. In this chapter information about the building site and the building structure are combined and used to determine the size of footings, reinforcing for the foundation, and the size and spacing of an-chorage used to tie the unit to the foundation. 600-1. GENERAL A. Foundation Appendices. The foun- Crane Girder Design - Professional & Continuing Education Other Structures (ASCE 7-10) • Guide for the Design and Construction of Mill Buildings (AISE Tech Report No. 13, 2003) • Industrial Buildings Roofs to Anchor Rods 2nd ed. (AISC Steel Design Guide Number 7, 2004) Design of a Runway Girder Crane capacity = 50 tons (CMAA Class D) Bridge weight = 90.8 kips Trolley and hoist weight = 31.2 kips SEISMIC LOAD ANALYSIS - Civil Engineering Instructional Material Complementing FEMA 451, Design Examples Seismic Load Analysis 9 - 17 1a, 1b) Stiffness (Soft Story) Irregularity Vertical Structural Irregularities Irregularity (1a) exists if stiffness of any story is less than 70% of the stiffness of the story above or less than 80% of the average stiffness of the three stories above.
Provisions and ASCE 7-10 and the new equations for vertical ground motions. The basis for the long-period transition (T L) maps in the 2009 Provisions and ASCE 7-10, which are identical to those in ASCE 7-05, is also reviewed. In fact, we start with a review of these maps and the Maximum Considered Earthquake (MCE) ground motion maps in ASCE 7-05.
