Construction management, should be completed on time.Assessing the reaction of structures to pressures and stress.collaboration with structural engineers, architects, owners and construction managers, architects decide on the effectiveness, feasibility and cost-effectiveness of concepts.Structural elements must be designed so that, as a system, the structure can resist all loads that will act upon it. Lateral loads include those generated by the wind, earthquakes, or explosions. Gravity loads include "dead", or permanent, load, which is the weight of the structure, including its walls, floors, finishes, and mechanical systems, and "live", or temporary load, which is the weight of a structure's contents and occupants, including the weight of snow. Structures are subject to vertical, or "Gravity" Loads and horizontal, or "Lateral" Loads. They do analysis by determining forces in each element in a structure.They study how to stop buildings from falling down during earthquakes, hurricanes, and other natural disasters.They design buildings so they’re strong enough to support the loads on them (like people and equipment) and stable against elements like wind.They work as part of a team along with architects, builders and other engineers.They create drawings and specifications, perform calculations, review the work of other engineers, write reports and evaluations, and observe construction sites.
Static load can be assigned as self weight, nodal load, beam load, floor load, plane load, prestress load, temperature load, pressure load, etc. The results show a quantitative parity for the proposed analytical model in the case of a single joint line, but the stresses diverge in both methods for zones that presents more than one joint line.Structural engineering is a specialty of civil engineering that ensures the structures are safe, stable and don’t collapse under applied loads. midas Civil provides complete load types. The present paper compares two methodologies for the stress distribution in the rupture lines of nail plates, using an analytical approach and a numerical method with the commercial software Midas/Gen.
Nail plate connections are capable of transfer moments, therefore, appropriated modeling should be applied. There is a wide range of related data to pin-type connections, but the mechanical analysis of punched metal plate Fasteners (nail plates) is still under developed. Other methodologies recommend that the analysis should be done more rigorously, taking into account the wood behavior and the evaluation of stress distribution within the connection area. Wood trusses with traditional bolted or nailed connections are generally modeled as pinned joints, and the forces on the wooden members are directly transmitted to the connections by shear plane contact.
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