| Chapter | Title | Key Topics | |---------|-------|-------------| | 1 | General | Scope, exclusions (e.g., excavations, scaffolding codes) | | 2 | Referenced Documents | IBC, ASCE 7, ACI 347 (formwork), OSHA | | 3 | Definitions | Construction load , dead load during construction , temporary structure | | 4 | Load Combinations & Partial Safety Factors | Load factors for construction (lower than ASCE 7 permanent design) | | 5 | Dead, Live, & Environmental Loads | – Dead: permanent + temporary materials – Live: construction personnel, equipment, materials – Environmental: wind, snow, rain, earthquake (reduced return period) | | 6 | Loads from Construction Operations | Concrete placement (vertical/horizontal), formwork pressures, crane/masonry loads | | 6.3.2 | | Dynamic allowance + impact factors (e.g., 1.3× for pumped concrete) | | 7 | Loads from Temporary Support Structures | Shoring, reshoring, falsework — load path & redistribution | | 8 | Performance & Serviceability | Deflection limits, stability bracing, vibration | | Commentary | (Non-mandatory) | Explanation of the logic behind each clause — very useful for engineers |

Perhaps the most practical aspect found in the ASCE 37 PDF is the Load and Resistance Factor Design (LRFD)

Unlike ASCE 7 (which uses 1.2D + 1.6L), ASCE 37 uses different factors because construction loads are shorter in duration. For example:

By adhering to the guidelines found in the ASCE 37 PDF, engineers can mitigate these risks, ensuring that temporary bracing and shoring are adequate to prevent collapse.

If you need the official standard, you have several legitimate, safe options.