Direct and general support maintenance manual : truck, lift, fork, EMD, solid rubber tired wheels, 2000 lb capacity, 144 in lift, Army model MHE-219, Allis Chalmers model FE20-24EE, FSN 3930-151-4432.

Includes index.

Direct and general support maintenance manual : truck, lift, fork, electric, solid rubber tires, Army model MHE-218, 4,000 lbs. capacity, 100 in. lift, Drexel Dynamics model FL-40-EE-6550, FSN 3930-403-5661, 4,000 lbs. capacity, 180 in. lift, Drexel Dynamics model FL-40-EE-6250, FSN 3930-403-5662.

Includes index.

Direct and general support maintenance manual : truck, lift, fork, gasoline, pneumatic tires, 4,000 pound capacity, Army model MHE 221, Baker model FJF-040, FSN 3930-151-4428.

"October 1971."

Operator and organizational maintenance manual : truck, lift, fork, diesel engine, pneumatic tired wheels, rough terrain, 10,000 lb. capacity, 24 inch load center (Pettibone-Mulliken model RTL10, Army model MHE 199), FSN 3930-903-0899 ....

"June 1971."

Direct support and general support maintenance manual : truck, lift, fork, power shift G.E.D., 6,000 lb capacity, 180 in. lift (Allis Chalmers model F-60-24PS-180) (Army model MHE 212), FSN 3930-489-0263.

"May 1971."

Unit, direct support, and general support maintenance repair parts and special tools lists : truck, forklift, EMD, solid rubber tired wheels, 2000 lb capacity, 144 in. lift, Army model MHE 219, (NSN 3930-00-151-4432) : Allis-Chalmers model FE20-24EE.

"March 1992."

Organizational maintenance repair parts and special tools list : truck, forklift, deisel engine driven, pneumatic tired wheels, rough terrain, 6,000 lb. capacity 24" load center, Anthony model MLT-6-2, Army model MHE 230, NSN 3930-00-327-1575.

"November 1982."

Operator and organizational maintenance manual : truck, lift, fork; diesel engine, pneumatic tired wheels, rough terrain, 6,000 lb. capacity, 24" load center, Anthony model MLT 6-2, Army model MHE-230, NSN 3930-00-327-1575.

Includes index.

Unit, direct support, and general support maintenance ... : truck, lift, fork, gasoline engine driven, solid rubber tires, 127 inch lift, 2000 lb capacity, Army model MHE-229, Clark Equipment Co. model 2329397, NSN 3930-00-315-9699.

"February 1991."

Direct support and general support maintenance manual for truck, lift, fork, gasoline engine driven, solid rubber tires, 127 inch lift, 2000 pound capacity (Army model MHE 229) (Clark Equipment model 2329397), NSN 3930-00-315-9699.

"30 April 1975."

Operators, organizational, direct support, and general support maintenance manual for low capacity tactical radio relay system.

"October 1974."

Safety issues in functional capacity evaluation: Findings from a trial of a new approach for evaluating clients with chronic back pain

Although safety is recognized as a critical issue in functional capacity evaluations (FCEs), it has rarely been investigated. This paper reports on the findings of a study which examined safety aspects of a new approach to FCE. Fourteen rehabilitation clients with chronic back pain participated in the study. Aspects examined included the pre-FCE screening procedures, the monitoring of performance and safety during the FCE, and the end of FCE measures and follow-up procedures. Support was found for the screening procedures of the approach, particularly blood pressure measurement, and for the combined approach to monitoring of the persons performance from biomechanical, physiological and psychophysical perspectives. Issues for FCE safety in general are identified and discussed, including the importance of screening procedures to determine readiness for FCEs and the issue of load handling in FCEs, especially in relation to clients with chronic back pain.

SDN enabled dynamically reconfigurable high capacity optical access architecture for converged services

Dynamically reconfigurable time-division multiplexing (TDM) dense wavelength division multiplexing (DWDM) long-reach passive optical networks (PONs) can support the reduction of nodes and network interfaces by enabling a fully meshed flat optical core. In this paper we demonstrate the flexibility of the TDM-DWDM PON architecture, which can enable the convergence of multiple service types on a single physical layer. Heterogeneous services and modulation formats, i.e. residential 10G PON channels, business 100G dedicated channel and wireless fronthaul, are demonstrated co-existing on the same long reach TDM-DWDM PON system, with up to 100km reach, 512 users and emulated system load of 40 channels, employing amplifier nodes with either erbium doped fiber amplifiers (EDFAs) or semiconductor optical amplifiers (SOAs). For the first time end-to-end software defined networking (SDN) management of the access and core network elements is also implemented and integrated with the PON physical layer in order to demonstrate two service use cases: a fast protection mechanism with end-to-end service restoration in the case of a primary link failure; and dynamic wavelength allocation (DWA) in response to an increased traffic demand.

How do servant leaders ignite absorptive capacity?: the role of epistemic motivation and organizational support

This study examines the role of servant leadership in absorptive capacity. Data from manufacturing and service sector organizations found that: a) there was moderation of servant leadership influence on knowledge identification through POS by high need for cognition, b) there was moderation of servant leadership influence on knowledge application through POS by low time pressure, and c) POS mediated relationship between servant leadership and knowledge dissemination. The findings illustrate and support the importance of a comprehensive model integrating servant leadership, POS, and epistemic motivation in determining absorptive capacity.

Influence of concrete strength and length/diameter on the axial capacity of CFT columns

This paper presents an experimental analysis of the confinement effects in steel-concrete composite columns regarding two parameters: concrete compressive strength and column slenderness. Sixteen concrete-filled steel tubular columns with circular cross section were tested under axial loading. The tested columns were filled by concrete with compressive strengths of 30, 60. 80, and 100 MPa, and had length/diameter ratios of 3, 5, 7, and 10. The experimental values of the columns` ultimate load were compared to the predictions of 4 code provisions: the Brazilian Code NBR 8800:2008, Eurocode 4 (EN 1994-1-1:2004), AINSI/AISC 360:2005, and CAN/CSA S16-01:2001. According to the results, the load capacity of the composite columns increased with increasing concrete strength and decreased with increasing length/diameter ratio. In general, the code provisions were highly accurate in the prediction of column capacity. Among them, the Brazilian Code was the most conservative, while Eurocode 4 presented the values closest to the experimental results. (C) 2009 Elsevier Ltd. All rights reserved.