| | | Topic | Topic Starter | Replies | Views | Rating | Last Post |
 |  | 150 Gallon fishtank? | Jon_Sacramento | 9 | 89 | |
by Jon_Sacramento |
 |  | Snow design loads- 2007 CBC and ASCE7-05, Sections 7.4 and 7.6 | CodeQPoster-ISN | 2 | 27 | |
by GoodEngr |
 |  | Cowboys Practice Facility Collapse: NIST Finds Serious Design Flaws by Timothy R. Hughes | CodeQPoster-ISN | 5 | 42 | |
by Timothy R. Hughes |
 |  | Green-vinyl coated nails! | JBTeig | 3 | 34 | |
by JBTeig |
 |  | Protecting buildings for the next big earthquake- 1HR long video for the die hard structural engineer! | CodeQPoster-ISN | 0 | 13 | |
|
 |  | 1708.5 question | Stu_SLO | 6 | 67 | |
by Stu_SLO |
 |  | CBC section 1607.3.5. | Naveed | 2 | 29 | |
by Naveed |
 |  | Engineers slow concrete creep to a crawl (about time)! | CodeQPoster-ISN | 0 | 28 | |
|
 |  | Plate Washers | jb123 | 1 | 35 | |
by GoodEngr |
 |  | 2- story residential building- brace walls | streamwalker | 9 | 100 | |
by GoodEngr |
 |  | Engineer says slab is not structural? | Richard Franklin | 3 | 124 | |
by Duke666 |
 |  | Ceiling Suspension Systems | stanley morris | 6 | 200 | |
by needtolearn |
 |  | Suspended ceilings construction using the 2007 CBC and ASCE 7-05 | CodeQPoster-ISN | 10 | 205 | |
by rlga_AZ |
 |  | Building Information Modeling (BIM)-is it the future? | GoodEngr | 1 | 36 | |
by GoodEngr |
 |  | Steel design- rules of thumb! | GoodEngr | 0 | 29 | |
|
 |  | deflection of 1-1/2"x3-1/2" T&G Floor | builder mark | 2 | 58 | |
by Jim Fruit |
 |  | CBC Tale 2308.12.4 | Thorn | 3 | 129 | |
by the codeyman |
  |  | If you were hired to design a 500mph wind-resistant cube structure...? | Randy Dube | 1 | 39 | |
by Jim Fruit |
  |  | Framing/Structural Checklist for new structural reinforcing methods: | Randy Dube | 15 | 155 | |
by Randy Dube |
  |  | New Structural Reinforcing Method; Continuous Steel Strapping Nets | Randy Dube | 3 | 68 | |
by Randy Dube |
 |  | Device Helps Detect Buildings' Structural Damage | GoodEngr | 0 | 26 | |
|
 |  | MWFRS Clarification | rbutler | 0 | 52 | |
|
 |  | Design Live Load for Corridors 2006 IBC Sec. 1607.1 | Kal2 | 0 | 27 | |
|
 |  | Is special inspection required for suspended ceiling system in | Kal2 | 1 | 36 | |
by needtolearn |
 |  | In section 1705.3 of the 2007 CBC it speaks of "Seismic Resistance". And the paragraph starts out by saying "The statement of special inspection shall | Kal2 | 0 | 21 | |
|
 |  | Do the footings have to be designed for 3000 psi concrete? 2007 CBC (section 1805.9) | CodeQPoster-ISN | 5 | 125 | |
by LQEngineer |
 |  | Reinforcement required or not for residential foundations | Jay Watkins | 1 | 62 | |
by GoodEngr |
 |  | IBC Overturning Factors of Safety | SSmith | 2 | 85 | |
by Dr-hamida |
 |  | asce standard 7-05 | Sali | 5 | 93 | |
by LQEngineer |
 |  | ACI 530.1-05/ASCE 6-05/TMS 602-05 (Masonry Standards) | rtao_rkagroup | 1 | 50 | |
by jb123 |
 |  | Cantilever columns resisting lateral forces- 2007 CBC | CodeQPoster-ISN | 5 | 198 | |
by FL & Assoc. |
 |  | Anchor Bolts SS, Galv or Zinc Plated? | SE | 2 | 70 | |
by Jim Fruit |
 |  | Existing Structure-Change in Occupancy | Annette | 3 | 149 |  |
by SE |
 |  | Occupancy Category for Public Library- Table 1604.5, 2007 CBC | CodeQPoster-ISN | 1 | 46 | |
by SE |
 |  | Functionality of Fire Suppression Sprinkler Systems | GlenP | 1 | 18 | |
by cda |
 |  | Steel Anchor bolts length and embedment- 2007 CBC | CodeQPoster-ISN | 4 | 109 | |
by Jon_Sacramento |
 |  | Steel washer plate size, Section 2305.3.11 of the 2006 IBC | GoodEngr | 1 | 67 | |
by the codeyman |
 |  | Maximum height of masonry veneer? 2006 IBC | mjblalock | 1 | 53 | |
by mjblalock |
 |  | Storage Racks | Michael Robertson_fresno | 0 | 40 | |
|
 |  | Lateral Pressure on Retaining Walls | DM | 3 | 140 | |
by Dr-hamida |
 |  | Swimming Pool Design- 2007 CBC | CodeQPoster-ISN | 1 | 90 | |
by Dr-hamida |
 |  | 2007 CBC chapter 17 section 1704.1(2) | Stu_SLO | 3 | 64 | |
by Stu_SLO |
 |  | Shearwall Anchor Bolt for shear purpose (2007 CBC and ACI App D) | 8mikechan | 1 | 83 | |
by Dr-hamida |
 |  | R = 6.5 or R = 2 ??? | Dave Adams, S.E. | 1 | 121 | |
by Dr-hamida |
 |  | Help define a "positive connection" | BrandonW | 2 | 63 | |
by BrandonW |
 |  | Seismic Forces on Retaining Walls | Daniel Axelrod | 2 | 104 | |
by Dr-hamida |
 |  | Seismic Design and Agricultural Storage Buildings | Laura Brinson_Santa Cruz Co | 2 | 77 | |
by Dr-hamida |
 |  | Nonbuilding structures not simular to buildings | Charles A | 1 | 69 | |
by Annette |
 |  | Need clarification on seismic occupancy categories... | t-bone | 1 | 74 | |
by Annette |
 |  | Anti-Terrorist Force Protection (ATFP) | Aidé | 1 | 56 | |
by M. Handler,Architect |
 |  | Foundation issues questions | dknp | 1 | 106 | |
by Jon_Sacramento |
 |  | LOAD COMBINATION | STONE | 2 | 72 | |
by Annette |
 |  | SIMPSON HD & SSTB do not have a valid ES report | 8mikechan | 1 | 56 | |
by rlga_AZ |
 |  | posting max. allowable weight | Naveed | 1 | 46 | |
by needtolearn |
 |  | CMU elevator shaft within wood-framed building (separation and design) | CodeQPoster-ISN | 2 | 86 | |
by Samuel |
 |  | allan block | 8mikechan | 0 | 53 | |
|
 |  | 700 lb safe on second floor? | don wolcott_Merced,CA | 5 | 110 | |
by don wolcott_Merced,CA |
 |  | Aluminum patio covers and the 2007 CBC | CodeQPoster-ISN | 1 | 68 | |
by tk2279 |
 |  | Allowable deflection floor joists - residential | arkitekt3j | 4 | 86 | |
by pepeToo |
 |  | Concrete Nails | rtao_rkagroup | 10 | 158 | |
by rtao_rkagroup |
 |  | Soils Investigation Reports | Scott Rutherford | 8 | 224 |  |
by ram_mono co. |
 |  | Wind Speeds | JamesQ_fresno | 2 | 145 | |
by needtolearn |
 |  | Determining ground snow values in specific case study areas! | CodeQPoster-ISN | 0 | 54 | |
|
 |  | Plywood Shear Wall Values for Wind. | TerryM_ADE_fresno | 1 | 120 | |
by Samuel |
 |  | Simpson A35 clips for typical wood blocking for DSA school project- 2007 CBC | Lian | 1 | 57 | |
by Cynic |
 |  | Conventional Const. Braced Walls -Summary of Lateral Requirments | Kal2 | 0 | 95 | |
|
 |  | Allowable Joists & Rafters Spans | Kal2 | 0 | 57 | |
|
 |  | Simpson Strong Walls as braced panels in SDC D, 2007 CBC | CodeQPoster-ISN | 4 | 218 | |
by NJ |
 |  | Can Alternate Braced panels be used in SDC "D"? 2007 CBC | CodeQPoster-ISN | 17 | 852 |  |
by CodeQPoster-ISN |
 |  | Anchor Bolt Washers at Category C | TerryM_ADE_fresno | 5 | 111 | |
by TerryM_ADE_fresno |
 |  | Chapter 17 of 2007 CBC form | Stu_SLO | 2 | 104 | |
by Stu_SLO |
 |  | Roof live load, table 1607.1 of the 2006 IBC vs UBC values! | CodeQPoster-ISN | 0 | 60 | |
|
 |  | What happened to exception in Section 2308.5.1, 2001 CBC (Conventional wood-frame construction)? | CodeQPoster-ISN | 1 | 99 | |
by GoodEngr |
 |  | Using Simpson MASB mudsill anchors instead of anchor bolts- 2007 CBC | CodeQPoster-ISN | 1 | 165 | |
by GoodEngr |
 |  | CBC Conventional Construction in SDC "D" - Foundation | rwaynem | 28 | 782 |  |
by Dean R |
 |  | Statement of Special Inspections and Contractor Responsibility- 2007 CBC | CodeQPoster-ISN | 3 | 206 | |
by needtolearn |
 |  | Structural Observation | DM | 0 | 100 | |
|
 |  | Loads on cold formed metal framing. | mjblalock | 0 | 26 | |
|
 |  | Door swing for 50 or more occupants | stanley morris | 2 | 51 | |
by stanley morris |
 |  | Residential-conventional vs. engineered construction | streamwalker | 2 | 114 | |
by Jim Mack_modesto |
 |  | Can rafter ties be used in lieu of ceiling joists for Type V Construction? | Ben11373 | 2 | 57 | |
by GoodEngr |
 |  | Foundation & soils investigations- Section 1802.2.7 of 2007 CBC | CodeQPoster-ISN | 7 | 347 |  |
by CodeQPoster-ISN |
 |  | Seismic Design Category (SDC) determination for Conventional Framing- 2007 CBC! | CodeQPoster-ISN | 22 | 1253 |  |
by rtao_rkagroup |
 |  | Alternate Braced Wall Panels in SDC D&E | Old Jim | 2 | 186 | |
by CodeQPoster-ISN |
 |  | UBC97 combinations of seismic directions | gurv10 | 1 | 50 | |
by Samuel |
 |  | Soils reports required for all structures in SDC D? | John in S.C. | 3 | 188 | |
by GoodEngr |
 |  | Table 2308.10.3 - Rafters | Thorn | 6 | 131 | |
by the codeyman |
 |  | Horizontal distribution of forces per ASCE 7-05 | clintto | 1 | 57 | |
by GoodEngr |
 |  | Structures exempt per 2001 CBC sect. 1806.3 exc 1 | DALopez | 11 | 173 | |
by DALopez |
 |  | Are 3x sill plates only required for foundation sills? | John in S.C. | 1 | 94 | |
by the codeyman |
 |  | Method 1 - MWFRS Wind Design | Antoinette_bakersfield | 1 | 95 | |
by DNF |
 |  | Sill Plate Anchorage at Non-Shearwalls | JamesQ_fresno | 2 | 109 | |
by martyw |
 |  | ? 07 CBC foundations? | Jon_Sacramento | 6 | 197 | |
by the codeyman |
 |  | Nailing - Common vs gun installed | ADAguy | 5 | 166 | |
by ADAguy |
 |  | 2007 CBC, Agricultural buildings roof live load design? | Alfredo Reynoso | 1 | 66 | |
by Cliff Young_modesto |
 |  | Footings and foundations, supporting light frame construction- 2006 IBC, Section 1805 | GoodEngr | 0 | 202 |  |
|
 |  | 2308 vs. AF&PA WFCM | DM | 1 | 76 | |
by Dave Adams, S.E. |
 |  | ASCE 7 | Pau | 1 | 90 | |
by the codeyman |
 |  | Footings | piwito | 2 | 111 | |
by ADAguy |
 |  | Components and cladding | Jim1954 | 1 | 53 | |
by Jim1954 |