Documentation [Deprecated] SkyCiv Documentation

Sample Verification Page

Sample Model 3D Roof Frame

Evaluation points: 3
Solve Type: Linear Analysis

Model Setup

The structure is a 29-node, 28-member tower, that are predominantly fixed connections, supported by a series of pinned supports. The tower consists of 6.35mm x 6.35mm section for the main supporting elements, and a 1.5875mm x 1.5875mm section for the web members. Each section is composed of two different custom material.

Analysis Results

Result	Location	SkyCiv	Third Party	Difference
Moment Z	Member 17, Start Node	-5.4670 kN-m	-5.4726 kN-m	0.10%
Shear Y	Member 23, End Node	-4.3390 kN	-4.3390 kN	0.00%
Reaction Y	Node 9	16.03 kN	16.05 kN	-0.12%
Deflection X	Node 6	-0.0973 mm	-0.0974 mm	-0.10%
Deflection Y	Node 15	-0.3227 mm	-0.3229 mm	-0.06%
Deflection Z	Node 4	0.1104 mm	0.1094 mm	0.91%

Design Results

Result	Location	SkyCiv	Third Party	Difference
Moment Capacity UR	Member 1 (K=1.0)	0.093	0.093	0.00%
Shear Capacity UR	Member 17 (K=1.0)	0.039	0.039	0.00%
Combined Axial	Member 22 (K=1.0)	0.079	0.079	0.00%
Combined Axial	Member 14 (K=1.0)	0.027	0.027	0.00%