12m Consider the 2-story industrial building shown in Fig. 2 with the structural elements' details of the warehouse industrial building are provided below. Structural Elements: a- Roof: Roof Sheeting: Lysaght SPANDEK ■ Purlin: Z15015 with spacing = 1.50 m ⚫ Ceiling: 10 mm plasterboard Insulation: Cellulose insulation Roof Beams: 310UB32.0 b- Floor: Purpose of Floor: Mobile Stacking ⚫ Flooring material: Steel grating ⚫ Floor Joist: 200UB29.8 with spacing = 1.50 m Floor Beams: 460UB82.1 c- Columns: ■ Columns: 310UC158 Supports: Pinned at their base. d- Any missing data could be reasonably assumed. 8x1.5m 83 -A 5m 5m ་ B4 Rafters 5m B1 P1 Columns 5m (a) Building plan. 5m Purlins & Joists Page 1 82 4m 3m C1 B1, B2 B3, B4 C2 6m 6m (b) Building elevation (Section A-A). Fig. 2 Plan & elevation views of the industrial building. Requirements: a) Determine the uniformly distributed dead loads (kN/m) on roof purlin P1, floor joist J1, roof girders B1 & B2, and floor girders B3 & B4. Also, determine the concentrated dead loads (kN) on columns C1 and C2 at the ground level. Assume all roof purlins and floor joists are simply supported. b) Using Australian Standards AS1170.1, determine the uniformly distributed live loads on girders B1, B4 and columns C1 & C2. Only consider the uniformly distributed actions and ignore the concentrated actions for live loads. Page 2 c) Using Australian Standards AS1170.0, calculate the critical load combinations (for dead and live loads only) for strength (ULT) and serviceability (SLS) limit states, for girders B1, B4, and columns C1 & C1.
12m Consider the 2-story industrial building shown in Fig. 2 with the structural elements' details of the warehouse industrial building are provided below. Structural Elements: a- Roof: Roof Sheeting: Lysaght SPANDEK ■ Purlin: Z15015 with spacing = 1.50 m ⚫ Ceiling: 10 mm plasterboard Insulation: Cellulose insulation Roof Beams: 310UB32.0 b- Floor: Purpose of Floor: Mobile Stacking ⚫ Flooring material: Steel grating ⚫ Floor Joist: 200UB29.8 with spacing = 1.50 m Floor Beams: 460UB82.1 c- Columns: ■ Columns: 310UC158 Supports: Pinned at their base. d- Any missing data could be reasonably assumed. 8x1.5m 83 -A 5m 5m ་ B4 Rafters 5m B1 P1 Columns 5m (a) Building plan. 5m Purlins & Joists Page 1 82 4m 3m C1 B1, B2 B3, B4 C2 6m 6m (b) Building elevation (Section A-A). Fig. 2 Plan & elevation views of the industrial building. Requirements: a) Determine the uniformly distributed dead loads (kN/m) on roof purlin P1, floor joist J1, roof girders B1 & B2, and floor girders B3 & B4. Also, determine the concentrated dead loads (kN) on columns C1 and C2 at the ground level. Assume all roof purlins and floor joists are simply supported. b) Using Australian Standards AS1170.1, determine the uniformly distributed live loads on girders B1, B4 and columns C1 & C2. Only consider the uniformly distributed actions and ignore the concentrated actions for live loads. Page 2 c) Using Australian Standards AS1170.0, calculate the critical load combinations (for dead and live loads only) for strength (ULT) and serviceability (SLS) limit states, for girders B1, B4, and columns C1 & C1.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:12m
Consider the 2-story industrial building shown in Fig. 2 with the structural elements' details of the
warehouse industrial building are provided below.
Structural Elements:
a- Roof:
Roof Sheeting: Lysaght SPANDEK
■ Purlin: Z15015 with spacing = 1.50 m
⚫ Ceiling: 10 mm plasterboard
Insulation: Cellulose insulation
Roof Beams: 310UB32.0
b- Floor:
Purpose of Floor: Mobile Stacking
⚫ Flooring material: Steel grating
⚫ Floor Joist: 200UB29.8 with spacing = 1.50 m
Floor Beams: 460UB82.1
c- Columns:
■ Columns: 310UC158
Supports: Pinned at their base.
d- Any missing data could be reasonably assumed.
8x1.5m
83
-A
5m
5m
་
B4
Rafters
5m
B1
P1
Columns
5m
(a) Building plan.
5m
Purlins & Joists
Page 1
82
Transcribed Image Text:4m
3m
C1
B1, B2
B3, B4
C2
6m
6m
(b) Building elevation (Section A-A).
Fig. 2 Plan & elevation views of the industrial building.
Requirements:
a) Determine the uniformly distributed dead loads (kN/m) on roof purlin P1, floor
joist J1, roof girders B1 & B2, and floor girders B3 & B4. Also, determine the
concentrated dead loads (kN) on columns C1 and C2 at the ground level. Assume
all roof purlins and floor joists are simply supported.
b) Using Australian Standards AS1170.1, determine the uniformly distributed live
loads on girders B1, B4 and columns C1 & C2. Only consider the uniformly
distributed actions and ignore the concentrated actions for live loads.
Page 2
c) Using Australian Standards AS1170.0, calculate the critical load combinations
(for dead and live loads only) for strength (ULT) and serviceability (SLS) limit states,
for girders B1, B4, and columns C1 & C1.
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