Defect in slip critical bolts size 1 1/4" A325 SC Class A
In the bolt shear design check for slip critical bolts using 1 1/4" A325 SC (Class A), the minimum bolt pretension is taken as 81 kips when it should read 71 kips as per AISC table J3.1. Model along with snap shots attached.
SC bolts defect.zip
Ram Steel Column Design All crashes
Product(s):
RAM Structural System; Ram Steel Column
First Affected Version:
14.06.02.00
Found in Version:
14.06.02.00
Fixed and Released in Version:
14.07.00.05
Environment:
N/A
Area:
Design…
RAM Steel Shear Design and Beams with Point Loads
Applies To
Product:
RAM Steel
First Affected Version:
Found in Version:
15.03.00
Fixed and Released in Version:
15.04.00
Area:
Design
Issue #:
635331
Problem Description…
AISC 360 F9 Major Axis Bending WT
Applies To
Product:
RAM Steel
First Affected Version:
Found in Version:
15.03.00.00
Fixed and Released in Version:
15.04.00.00
Area:
Design
Issue #:
571350
Problem Description…
Eurocode Section Classification for Section Subject to Flexure Only
Applies To
Product:
RAM Steel
First Affected Version:
Found in Version:
15.02.00.00
Fixed and Released in Version:
15.04.00.00
Area:
Design
Issue #:
492584
Problem Description…
Incorrect Unbraced Length RAM Steel Column
Applies To
Product:
RAM Steel
First Affected Version:
Found in Version:
14.06.02.00
Fixed and Released in Version:
15.04.00.00
Area:
Design
Issue #:
355848
Problem Description…
AISC 360 F2 Design of Channels with Noncompact or Slender Webs and Flanges
Applies To
Product:
RAM Steel
First Affected Version:
Found in Version:
15.03.00.00
Fixed and Released in Version:
15.04.00.00
Area:
Design
Issue #:
562582 & 584248
Problem…
Design Shear for Cantilever Beams with Large Uplift Loads
Applies To
Product:
Ram Steel
First Affected Version:
Found in Version:
8.01.00.00
Fixed in Version:
Area:
Design
Issue #:
119993
Problem Description
Cantilever beams…
Cb and Moment Capacity
Applies To
Product:
Ram Steel
First Affected Version:
Found in Version:
8.00.00.00
Fixed in Version:
Area:
Design
Issue #:
119989
Problem Description
Cb calculation…
Steel column design crashes with assigned sizes
Applies To
Product:
Ram Steel Column
First Affected Version:
14.07.00.00
Found in Version:
14.07.01.01
Released in Version:
15.02.00.00
Area:
Design
Issue #:
246733
Problem…
Reframe causes previous passing composite girder designs to fail
Applies To
Product:
Ram Steel
First Affected Version:
15.02.00.00
Found in Version:
15.02.00.00
Released in Version:
15.03.00.00*
Area:
Design
Issue #:
481155, 476733
…
Fy must be greater than zero error
Applies To
Product:
Ram Steel Column
First Affected Version:
15.00.00.00
Found in Version:
15.00.00.00
Fixed in Version:
15.02.00.00
Area:
Design
Issue #:
352693
Problem…
AS 4100 Column Design Reporting for Compression and Weak Axis Bending
Applies To
Product:
RAM Steel
First Affected Version:
Found in Version:
15.01.00.00
Fixed and Released in Version:
15.04.00.00
Environment:
All
Area:
Design
Subarea: …
AISC 360 F8 Design of Round HSS with High D/t Ratio
Applies To
Product:
RAM Steel
First Affected Version:
Found and Released in Version:
15.03.00.00
Fixed in Version:
15.04.00.00
Area:
Design
Issue #:
565987
Problem Description…
AISC 360 F6 Flange Local Buckling
Applies To
Product:
RAM Steel
First Affected Version:
Found in Version:
15.03.00.00
Fixed and Released in Version:
15.04.00.00
Area:
Design
Issue #:
568865
Problem Description…
AISC 360 F7 Design of Built-up Box Shapes with Slender Webs
Applies To
Product:
RAM Steel
First Affected Version:
15.03.00.00
Found in Version:
15.03.00.00
Fixed and Released in Version:
15.04.00.00
Area:
Design
Issue #:
564955
…
AISC 360 F4 Compression Flange Yielding
Applies To
Product:
RAM Steel
First Affected Version:
Found in Version:
15.03.00.00
Fixed and Released in Version:
15.04.00.00
Area:
Design
Issue #:
540806 / 562996
Problem…