The moment diagram included the impact of self-weight (DL), superimposed
dead load (SDL), live load (LL), top prestressing tendons (TP) and bottom prestressing tendons (BTP).
Seaders observed that the increase in load-carrying capacity was related to the magnitude of the
dead load resisting moment.
In the equations, RF is the rating factor, C is the structural capacity, Rn is the nominal member resistance (as inspected), DC is the dead-load effect of structural components and attachments, DW is the dead-load effect of wearing surfaces and utilities, P is the permanent loading other than
dead loads, LL is the live-load effect, IM is the dynamic load allowance, [[gamma].
The live and
dead loads that are expected to act on the pole and its foundation,
Similarly, results from the normal, high and low
dead loads show correlation.
Continue on down through the house, adding in the five and
dead loads for each floor as you go.
The elastic-plastic bar structures of known topology subjected to varying repeated and
dead loads are considered.
Fastener spacings given in Table 3 were derived by assuming deck live and
dead loads of 40 and 10 psf, respectively.
In ASD, structural elements such as structural foundations, bridge beams and girders, or earth-retaining walls are designed to support, or resist, anticipated service loads, including vehicular live loads, superstructure
dead loads, or lateral soil loads.
Accumulated
dead loads from second-floor and roof construction and from furnishings can only increase that capacity.
In lieu of utilizing hydraulic actuators or
dead loads, we employed a more novel approach using atmospheric pressure to apply the load.
Dead loads:
Dead loads are the gravity loads due to the self weight of all permanent structural and non-structural components of a building, such as partition walls, floors and finishes, which are calculated from known specific weights of the materials used.
