Duyệt tất cả câu hỏi

Housekeeping answers two hazard families at once, which is why the standard treats them together: the physical one - scrap, debris, protruding nails and form lumber underfoot on walkways, stairs and work surfaces - and fire, because combustible scrap and waste left to accumulate is the fuel load. The rule accordingly requires containers for scrap and combustible waste and their regular removal. The wrong answers are real hazards controlled by other means entirely: cave-ins by protective systems, silica and lead by engineering controls and exposure assessment, and shock and arc flash by de-energising and guarding. A tidy site does nothing for any of the three.

Accident prevention signs and tags exist to communicate: danger signs where an immediate hazard exists, caution signs against potential hazards and unsafe practices, and safety instruction signs for general instructions. Option (b) is the misconception worth catching - a sign is never a substitute for a guard, a barricade, a cover or de-energising, and an employer that posts a warning in place of removing a hazard has satisfied nothing. Option (c) confuses a communication device with a record; training documentation belongs in the injury and illness prevention programme file. Option (d) describes traffic control devices, which are governed by their own rules rather than by the accident prevention sign standard.

Leading-edge work at 6 feet or more requires conventional fall protection: a guardrail system, a safety net system, or a personal fall arrest system. The alternatives in the wrong answers are real but conditional. A controlled access zone with a safety monitor (b) is available only where the employer has first demonstrated that conventional protection is infeasible or would create a greater hazard, and then only as part of a written fall protection plan. A warning line (c) belongs to low-slope roofing and is set back 6 feet, or 10 where mechanical equipment is in use, never 20. And a plan alone (d) is not a measure - the plan has to specify what will be done instead. On a California job site the equivalent trigger is section 1670(a): falls in excess of 7 1/2 feet.

The steel erection standard sets the general fall protection height at 15 feet, and carves two narrower rules inside it. Connectors must be protected at heights over two storeys or 30 feet, whichever is less, and between 15 and 30 feet may choose between conventional fall protection and a controlled decking zone. Work within a controlled decking zone is exempt from conventional protection where the zone's boundaries, access limits and training are met. That is what makes 30 feet the most attractive wrong answer: it is a genuine number in the same standard, attached to connectors rather than to the general rule. Six feet is the general construction trigger and 10 feet is the supported scaffold trigger.

The standard requires the object to be stopped: toeboards along the edge of the platform, and where material is piled higher than the toeboard, panelling or screening above it; alternatively a guardrail system with openings small enough to hold the objects, or debris nets, catch platforms or canopies, or barricading the area below so nobody can enter. Hard hats (a) are separately required for everyone exposed to overhead work, but the standard puts the object-stopping measure first and does not accept PPE in its place. A signal person (c) and tool lanyards (d) are sensible practices - the lanyard especially - and neither is what the standard specifies, nor does either address the stacked material that makes up most falling loads.

1926.502(c) limits safety nets to no more than 30 feet below the working surface and requires them to extend outward a sufficient distance and pass a drop test or equivalent.

In a boom-type elevating work platform the lanyard goes to the boom or the basket, and the anchorage is part of the answer rather than an afterthought. That is what (a) gets wrong: tying off to an adjacent structure means that if the basket is struck or drifts, the worker is pulled out of it, and a displaced boom turns the lanyard into the thing that removes them. Option (b) treats the guardrails as enough; a basket that is struck, or whose boom fails, throws the occupant over the rail - the catapult effect these machines are known for. Option (c) picks a body belt and a mid-rail, and the mid-rail is the fatal half: it is a guardrail component, not an anchorage, and is not designed or rated to take arresting forces.

A warning line is a visual boundary, not a barrier and not a system that catches anybody: it marks the area within which roofing work may proceed without conventional fall protection, and employees are instructed to stay inside it except where the work must be done at the edge. Option (b) credits it with strength it does not have - California's section 1730(b)(2)(B) asks only for a 500-pound tensile strength so the line does not part when brushed, and the line stands 34 to 45 inches above the roof, which is warning height rather than guardrail height. Option (c) borrows a steel erection term, where a controlled decking zone is bounded by control lines under a different standard. Option (d) turns the header rule in the same subsection into a storage instruction: headers of roofing material are laid parallel to the edges to warn, not to mark a laydown area.

A controlled decking zone is a defined area, between 15 and 30 feet above a lower level or at any height where no fall hazard exists below, in which employees placing and securing metal decking at the leading edge need not use conventional fall protection. The price of that relief is strict control: the zone is bounded by control lines, access is limited to those doing the leading-edge work, everyone inside is trained specifically for it, and the decking is laid and secured to the standard's own sequence. Option (b) confuses an access limit with a certification limit. Option (c) reads decking as a stored material rather than as the act of laying it. Option (d) inverts the whole mechanism: inside the zone the conventional requirement is suspended, not tightened.

All materials, equipment and tools not in use at height must be secured against accidental displacement, and loose items such as bolts, nuts and washers must be kept in closed containers. The rule is about the object moving, which is what each wrong answer misses. Lowering everything at the end of the shift (b) does nothing about the bundle kicked off a beam at ten in the morning. A two-foot setback from the edge (c) is the spoil-pile rule from section 1541(j)(2) of the excavation orders transplanted to a steel frame, where the deck is open on every side and there is no meaningful edge to set back from. And hard hats (d) are genuinely required for exposed workers below, as a second layer; a hat is rated for impact from a small object and does not make an unsecured load safe to leave.

All three standards are built on the same frame: determine the exposure, apply engineering and work-practice controls to bring it down, add respiratory protection where the controls cannot reach the limit alone, train the workers, and provide medical surveillance once the action level or the limit is exceeded - so assessment, controls and training are common ground. The wrong answers are genuine requirements attached to one of the three only. Air clearance sampling (c) is asbestos practice and has no counterpart in the silica standard. Registration with the Division (a) applies to asbestos-related work in California, alongside certification under Business and Professions Code section 7058.5, but not to silica or lead work as such. And owner or neighbour notification (d) comes from environmental and renovation rules, not from these health standards.

The employer must instruct each employee in the recognition and avoidance of unsafe conditions AND in the regulations applicable to that employee's work environment, so as to control or eliminate hazards. Both halves carry weight and both are easy to drop: a worker who knows the rule but cannot see the condition is not protected, and a worker who senses that something is wrong without knowing what the standard requires has no ground to stop the work. The wrong answers are all things employers really do cover at induction - discipline, first aid locations, claim procedures - and none of them teaches anyone to recognise a hazard.

Section 3203(a) reaches every employer and section 1509(a)-(b) adds the Code of Safe Practices for construction, so a three-employee contractor owes both. What size changes is paperwork, not duty. An employer with fewer than 10 employees may communicate and instruct orally under the exception to (a)(3) and may keep inspection records only until the hazard is corrected. An employer with fewer than 20 in a non-high-hazard industry with an experience modification rate of 1.1 or less may limit written documentation to three items under Exception 3 to (b). Option (a) turns the first of those into a threshold, (b) turns the second into an industry list, and (d) drops the program while keeping the Code.

On a steep roof - slope greater than 4 in 12 - at 6 feet or more above a lower level, the federal rule allows conventional fall protection only: a guardrail system with toeboards, a safety net system, or a personal fall arrest system. What the wrong answers have in common is that all three are low-slope measures. Warning lines and safety monitoring systems are permitted on LOW-slope roofs, and a monitoring system alone only on roofs 50 feet or less in width; neither is available on a steep roof at any height. Slide guards are a roofing-trade device with no standing as conventional fall protection. In California roofing runs under section 1730, with residential-type roofing under section 1731, and those orders set their own methods by slope and by covering type.

Two things protect a temporary jobsite circuit: ground-fault circuit interrupter protection on every 120-volt, 15- and 20-ampere receptacle that is not part of the permanent wiring, and cords kept out of standing water, out of traffic, and away from the openings that pinch them. The wrong answers are ordinary jobsite habits the standard forbids. Flexible cords must not be run through doorways, windows or holes unless physically protected from damage (a). They must not be fastened with staples or hung from nails, both of which cut the jacket and create a shock path (b). And the cord must be approved for the location: an indoor cord used in wet conditions is not weather-resistant and its jacket admits water (c).

Section 1541.1(a)(1) requires every employee in an excavation to be protected from cave-ins by an adequate protective system, with two exceptions: excavations made entirely in stable rock, and excavations less than 5 feet deep where a competent person's examination of the ground shows no indication of a potential cave-in. Note that the second exception has two halves and both must hold - a four-foot trench in running sand is not exempt. Option (a) inverts that exception: a competent person can exempt a shallow trench from protection, not authorise an unprotected one at any depth above two feet. Twenty feet (c) is a different rule about WHO designs the system: past that depth Appendix B stops applying and a registered professional engineer must design it. Two feet and ten feet appear nowhere in the standard as triggers.

Section 6705 requires every contract for public works in excess of $25,000 involving an excavation five feet or deeper to carry a clause obliging the contractor, before excavation begins, to submit a detailed plan showing the design of shoring, bracing, sloping or other provisions to protect workers from caving ground - and if that plan varies from the shoring system standards, it must be prepared by a registered civil or structural engineer. No plan may permit protection less effective than the Construction Safety Orders require. All three limbs matter, and each wrong answer drops one: (a) and (b) drop the public works contract and its dollar threshold, and (c) substitutes the 20-foot figure from Appendix B, which is a Title 8 design rule and not part of §6705 at all.

Section 341(d)(5)(A) requires an annual or project permit before constructing a trench or excavation 5 feet or deeper into which any person must descend, and (d)(3)-(4) require permits for demolition of, and erection work on, structures more than 36 feet high - matching Labor Code §6500, which puts it as more than three stories high or the equivalent height. The permit exists to give the Division notice, which is why a local grading permit does not stand in for it (a): a city reviews an excavation for drainage, property and street impacts, not for worker protection. The engineer's stamp (b) and a confined space permit (c) are real documents with their own triggers, and holding either leaves the §341 permit still owed.

Shielding uses a trench box or shield that does not prevent a cave-in but protects workers inside it. Sloping and benching cut back the walls; shoring supports them. Shielding is a distinct method.

Sloping inclines the excavation walls away from the excavation at a safe angle based on soil type. Shoring supports walls with structural members; shielding protects with a box.

A duty rating is the total load the ladder is built to carry: the worker, plus clothing, tools and anything carried up. The ratings run Type III at 200 pounds, Type II at 225, Type I at 250, Type IA at 300 and Type IAA at 375. Option (b) drops the tools and the material, and that is exactly where the failures happen - a 190-pound worker carrying a 40-pound bundle is over a Type III ladder. Option (c) borrows the four-times factor from the scaffold orders, where section 1637(b) requires a scaffold to support its own weight plus four times the maximum intended working load; a ladder's rating is not a multiple of its own weight. Option (d) fixes on one rating when the right rating depends on the load.

1926.1051(a) requires a stairway or ladder at points of access where there is a break in elevation of 19 inches or more and no ramp, runway, embankment, or personnel hoist is provided.

Retraining is owed when changes at the worksite or in the type of scaffold present a hazard the employee has not been trained for, and when the employee's work shows inadequate retention or understanding of the training. An annual cycle (b) is a sensible habit but is neither required nor sufficient: a scaffold type that changes in March cannot wait for next year's class, and a proficient worker needs no calendar refresher. A supplier's certificate (c) speaks to the equipment, not to this employee on this site. And the duty runs to everyone who erects, dismantles, moves, operates, repairs, maintains or inspects a scaffold - not only to the competent person supervising them (d).

Section 3203(a)(4) names the triggers as events, not as a date on the calendar: when the programme is first established, whenever a new substance, process, procedure or equipment is introduced that represents a new occupational safety and health hazard, and whenever the employer is made aware of a new or previously unrecognised hazard, alongside scheduled periodic inspections. The March solvent and the September hazard are two of those triggers. A consultant's visit satisfies none of them by itself. There is no small-employer exemption from having and running a written programme; fewer than ten employees only changes how long inspection records must be kept.

Section 342(a) requires the report immediately, meaning as soon as practically possible and never more than 8 hours after the employer KNOWS, or with diligent inquiry would have known, of the serious injury. The clock therefore starts at 9 a.m. when the superintendent learned of it, not at 6 a.m. when the worker was admitted, and it runs out at 5 p.m. The 24-hour figure applies only where the employer can demonstrate exigent circumstances, and there are none. Separately, Labor Code §6409.1(a) requires a report on every injury with treatment beyond first aid within five days of the employer obtaining knowledge; the 8-hour call does not replace it.

California does not use one height. Section 1670(a) requires approved personal fall protection in general construction where work exposes an employee to falling in excess of 7 1/2 feet, so the labourer at 7 feet on the commercial edge is below that trigger. Section 1716.2(e)(1) sets a different figure for residential-type framing: fall protection when employees walk or work on top plates, joists, rafters, trusses or beams 6 feet or more above the level below, so the carpenter at 7 feet is above it. Six feet is the FEDERAL construction trigger; in California it is the residential framing and residential roofing number, not the general one.

Section 6310(a)(1) protects an oral or written complaint made to the Division, to another agency with safety responsibility, or to THEIR EMPLOYER, so telling the foreman is protected; section 6311 separately bars discharge for refusing work whose performance would violate a safety order where the violation would create a real and apparent hazard. The obstacle is timing, not substance: §98.7(a)(1) requires the complaint to be filed with the Labor Commissioner within one year after the occurrence of the violation, though that year may be extended for good cause.