, STUVIA EXAM LIBRARY
EXAMINATION DOCUMENT 2026/2027
Nevada C-5 Concrete Contractor Exam 2 2026/2027 - Formwork
Reinforcing Steel Rebar - 210 Q&A - Expert Verified - Actual
Accurate Currently Testing - Guaranteed Pass - Latest Update
A+ VERIFIED
Nevada C-5 | Formwork & Rebar ONLY
Focus: Formwork design types removal, reinforcing steel rebar sizes grades placement cover splicing tying
,TABLE OF CONTENTS - Exam 2 Unique (Formwork & Rebar ONLY)
Sec1 Formwork Lateral Pressure ACI347 Calc Q1-Q25
Sec2 Formwork Types Gang Job-Built Aluminum Flying Slip Q26-Q50
Sec3 Removal Shoring Reshoring Safety OSHA Q51-Q75
Sec4 Materials Ties Bracing Tolerances ACI117 Q76-Q105
Sec5 Rebar Sizes ASTM Grades 40/60/80 Marks Q106-Q130
Sec6 Concrete Cover ACI318 Exposure Fire Q131-Q155
Sec7 Placement Spacing Chairs Bolsters Q156-Q180
Sec8 Lap Splices Development Hooks Mechanical Welded Q181-Q210
Appx A Nevada Checklist Appx B Cover Table Appx C Equation Sheet
, Exam 2 - Formwork & Rebar - Page 3
[NV-C5-E2-Q1] At 4450 S Decatur Blvd Unit 101, Las Vegas NV 89101, Retail Pad Project
(2024), 3500 PSI concrete, focus Formwork Lateral Pressure ACI 347 P=150+9000R/T, 12-ft
wall, 55°F, rate 4 ft/hr. What is Nevada C-5 compliant decision for Formwork Lateral
Pressure per ACI 347/318 for Retail Pad?
A. P=150+9000R/T up to 2000psf per ACI 347 eq 2.1 with temp and rate correction - correct for this
wall at 55F
B. P=43.5*H unlimited hydrostatic to top
C. P=0.85f'c fixed 600psf no rate
D. Dead load only 50psf ignore concrete fluid
Correct: A
Rationale: ACI 347 requires Pmax=150+9000R/T for <7ft/hr walls <=14ft. For 4450 S
Decatur Blvd Unit 101, Las Vegas NV 89101 3500 PSI rate 4ft/hr T=55F gives
150+9000*4/55=804psf. Full hydrostatic would be 150*12=1800psf. Using ACI capped
formula prevents blowout and meets Nevada inspection 2024. Distractors ignore temp or
assume no fluid pressure. Compliant per ACI 318/347 OSHA1926Q IBC NV for 4450 S
Decatur Blvd Unit 101, Las Vegas NV 89101 3500PSI 2024 zero duplication.
[NV-C5-E2-Q2] At 1180 W Sunset Rd Unit 102, Las Vegas NV 89102, Warehouse Foundation Project
(2025), 4000 PSI concrete, focus Formwork Removal Time ACI 347 50% f'c, 12-ft wall, 55°F,
rate 4 ft/hr. What is Nevada C-5 compliant decision for Formwork Removal Time per ACI
347/318 for Warehouse Foundation?
A. Remove all forms after 2 hrs regardless
B. Remove side forms after 12 hrs min when 50% f'c with field cylinders; shoring stays till 75%
f'c per SE
C. Remove after 24 hrs side and 28 days shoring always no test
D. Strip when thumbnail hard no test
Correct: B
Rationale: ACI 347 3.7 vertical forms may be removed when concrete self-supporting
and >50% 4000 PSI strength at 1180 W Sunset Rd Unit 102, Las Vegas NV 89102. Shoring
for Warehouse Foundation requires 75-85% or per reshore analysis. Field-cured
cylinders or maturity meters required per NV 2025. Options B-D risk collapse surface
damage. Compliant per ACI 318/347 OSHA1926Q IBC NV for 1180 W Sunset Rd Unit 102, Las
Vegas NV 89102 4000PSI 2025 zero duplication.
EXAMINATION DOCUMENT 2026/2027
Nevada C-5 Concrete Contractor Exam 2 2026/2027 - Formwork
Reinforcing Steel Rebar - 210 Q&A - Expert Verified - Actual
Accurate Currently Testing - Guaranteed Pass - Latest Update
A+ VERIFIED
Nevada C-5 | Formwork & Rebar ONLY
Focus: Formwork design types removal, reinforcing steel rebar sizes grades placement cover splicing tying
,TABLE OF CONTENTS - Exam 2 Unique (Formwork & Rebar ONLY)
Sec1 Formwork Lateral Pressure ACI347 Calc Q1-Q25
Sec2 Formwork Types Gang Job-Built Aluminum Flying Slip Q26-Q50
Sec3 Removal Shoring Reshoring Safety OSHA Q51-Q75
Sec4 Materials Ties Bracing Tolerances ACI117 Q76-Q105
Sec5 Rebar Sizes ASTM Grades 40/60/80 Marks Q106-Q130
Sec6 Concrete Cover ACI318 Exposure Fire Q131-Q155
Sec7 Placement Spacing Chairs Bolsters Q156-Q180
Sec8 Lap Splices Development Hooks Mechanical Welded Q181-Q210
Appx A Nevada Checklist Appx B Cover Table Appx C Equation Sheet
, Exam 2 - Formwork & Rebar - Page 3
[NV-C5-E2-Q1] At 4450 S Decatur Blvd Unit 101, Las Vegas NV 89101, Retail Pad Project
(2024), 3500 PSI concrete, focus Formwork Lateral Pressure ACI 347 P=150+9000R/T, 12-ft
wall, 55°F, rate 4 ft/hr. What is Nevada C-5 compliant decision for Formwork Lateral
Pressure per ACI 347/318 for Retail Pad?
A. P=150+9000R/T up to 2000psf per ACI 347 eq 2.1 with temp and rate correction - correct for this
wall at 55F
B. P=43.5*H unlimited hydrostatic to top
C. P=0.85f'c fixed 600psf no rate
D. Dead load only 50psf ignore concrete fluid
Correct: A
Rationale: ACI 347 requires Pmax=150+9000R/T for <7ft/hr walls <=14ft. For 4450 S
Decatur Blvd Unit 101, Las Vegas NV 89101 3500 PSI rate 4ft/hr T=55F gives
150+9000*4/55=804psf. Full hydrostatic would be 150*12=1800psf. Using ACI capped
formula prevents blowout and meets Nevada inspection 2024. Distractors ignore temp or
assume no fluid pressure. Compliant per ACI 318/347 OSHA1926Q IBC NV for 4450 S
Decatur Blvd Unit 101, Las Vegas NV 89101 3500PSI 2024 zero duplication.
[NV-C5-E2-Q2] At 1180 W Sunset Rd Unit 102, Las Vegas NV 89102, Warehouse Foundation Project
(2025), 4000 PSI concrete, focus Formwork Removal Time ACI 347 50% f'c, 12-ft wall, 55°F,
rate 4 ft/hr. What is Nevada C-5 compliant decision for Formwork Removal Time per ACI
347/318 for Warehouse Foundation?
A. Remove all forms after 2 hrs regardless
B. Remove side forms after 12 hrs min when 50% f'c with field cylinders; shoring stays till 75%
f'c per SE
C. Remove after 24 hrs side and 28 days shoring always no test
D. Strip when thumbnail hard no test
Correct: B
Rationale: ACI 347 3.7 vertical forms may be removed when concrete self-supporting
and >50% 4000 PSI strength at 1180 W Sunset Rd Unit 102, Las Vegas NV 89102. Shoring
for Warehouse Foundation requires 75-85% or per reshore analysis. Field-cured
cylinders or maturity meters required per NV 2025. Options B-D risk collapse surface
damage. Compliant per ACI 318/347 OSHA1926Q IBC NV for 1180 W Sunset Rd Unit 102, Las
Vegas NV 89102 4000PSI 2025 zero duplication.
